Evaluation and control model for resilience of water resource building system based on fuzzy comprehensive evaluation method and its application
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Shengming Chen
,
Zeyou Chen
Abstract
The conflict between the supply and consumption of water resources (WR) is a growing concern, and water scarcity has become a major obstacle to the sustainable development of Chinese cities. To address this issue, the resilience assessment regulation model has proven to be an effective tool for decision makers. This model helps them determine how to improve the resilience of WR building systems and mitigate potential risks and threats. The aim of this article is to explore the evaluation and regulation of the resilience of WR building systems, with the goal of alleviating the WR crisis and promoting sustainable development. Through the construction of an evaluation index system, determination of index weights, design of evaluation models, and application of case studies, the fuzzy comprehensive evaluation method was employed to assess the resilience of WR systems. Additionally, an evaluation regulation model was established, along with the proposed regulation method. The evaluation index system consists of four dimensions: flexibility, adaptability, resilience, and fault tolerance.
1 Introduction
Water resource (WR) building system refers to a series of water conservancy facilities and WR management systems, including reservoirs, sluice gates, hydropower stations, water transmission pipelines, water conservancy projects, etc. These facilities and systems are essential for safeguarding human production and life, maintaining social stability, and promoting economic development. However, WR building systems also face various uncertain factors and risks, such as climate change, WR shortages, natural disasters, etc. These factors and risks may seriously affect the stable operation and development of the system. For improving the resilience of WR building systems and addressing various uncertain factors and risks, it is necessary to evaluate the resilience of the system and formulate the corresponding regulatory strategies. The traditional evaluation methods for WR building systems mostly use quantitative analysis methods, such as mathematical models and statistical analysis. However, these methods are often difficult to handle the ambiguity and uncertainty between evaluation indicators and cannot comprehensively assess the resilience of the system. The regulation model for evaluating the resilience of WR building systems based on fuzzy comprehensive evaluation (FCE) is an evaluation method based on fuzzy mathematics theory, which can comprehensively consider the impact of multiple factors on the resilience of WR building systems. The flexibility evaluation and control model for WR building systems based on FCE method can comprehensively consider multiple evaluation indicators and handle the fuzziness and uncertainty among evaluation indicators, thereby obtaining comprehensive evaluation results. The model can be applied to different types of WR building systems, with high applicability and flexibility. Using this model to evaluate the resilience of WR building systems can effectively guide system regulation and improve the resilience and stability of the system, thereby ensuring the normal operation and development of WR building systems. The model can be applied to the toughness evaluation and regulation of WR building systems. For the planning, design, construction, and management of WR building systems, the model can be used to assess the resilience of the system, formulate corresponding response measures, and improve the system’s disaster resistance and adaptability.
Water resource systems (WRS) are important basic resources for human survival and development, and WR building systems are important facilities to ensure the sustainable use and safe supply of WR. However, when faced with adverse factors such as natural disasters and man-made destruction, WR building systems often have insufficient resilience, which can easily lead to serious consequences such as facility damage and water pollution. In the toughness evaluation of WR building system, the FCE method can comprehensively evaluate multiple factors that affect the toughness of WR building systems and obtain the system’s toughness evaluation results. In order to fully maximize the expected WR ecosystem and socio-economic benefits of the siltation dam array, Gao et al. developed a siltation dam benefit maximization model for the first time. The maximum benefit model for silting dams was first applied to the Sijiagou basin [1]. By situating legitimacy and trust within a postcolonial theoretical framework, Jackson challenged the fundamentals of Australia’s water governance system and the assumptions of neutrality that underpin the principles of free participation and inclusive water management [2]. Di Baldassarre et al. aimed to reduce global inequality and achieve a sustainable future for all humanity. Achieving the goal of sustainable water development requires an integrated approach to the management and allocation of WR, involving all actors and stakeholders, and considering how WRS connects different sectors of the society [3]. The resilience evaluation and control model of WR building systems based on FCE method can provide reference for the resilience evaluation and improvement of WR building systems.
The flexibility evaluation and control model for WR building systems can expand the application of FCE method in the field of WR building systems and encourage the promotion and application of this method in other fields. Yang et al. used hierarchical clustering analysis to filter the evaluation indicators and established a comprehensive assessment index system for WR capacity according to the barrier degree model, to identify the key elements that affect the carrying capacity of WR in Weifang [4].
Global warming is considered to be the main cause of adverse effects on climate change and other anomalies, such as unavailability of WR, reduced agricultural production, food security, rising sea water levels, melting glaciers, and loss of biodiversity. Through increasing storage capacity (or rainwater storage), equitable water supply and distribution policies, river health, and water management for watershed management, the negative impacts of climate change on water availability can be reduced [5]. However, they did not conduct a detailed analysis of the evaluation index weights of the WR building system resilience evaluation regulation model.
In order to evaluate the resilience of WR building systems and improve their resilience level, based on the FCE method and combined with the characteristics of WR building systems, this study constructed a resilience evaluation and control model for WR building systems. The model comprehensively considers multiple factors such as flexibility, adaptability, resilience, and fault tolerance of the WR system. Through the quantitative and FCE of each factor, a toughness score for the WR building system is obtained, and some improvement suggestions are proposed. In practical applications, this model can provide a reference for the toughness evaluation and improvement of WR building systems. The innovation of this article is that it not only studied its primary factors, but also analyzed the weight of its secondary factors.
2 WR building system based on FCE method
2.1 FCE method
The structural flow of this article is shown in Figure 1.
Structural flow chart.
2.1.1 Establishment of fuzzy judgment matrix
Fuzzy judgment matrix is an important tool in FCE, which is used to quantify the relationship between multiple evaluation indicators. In the evaluation process, the most important step is to construct a fuzzy judgment matrix. In order to achieve the quantification of judgment analysis, the traditional 1–9 scale method is used to construct a pairwise comparison judgment matrix, that is, using integers between 1 and 9 to express the results of the comparison between the two factors, and using triangular fuzzy numbers to express the judgment matrix obtained by various experts through the scoring method.
Triangular fuzzy numbers are often used in the construction of fuzzy judgment matrices in FCE methods to represent the relative importance of various evaluation indicators. When constructing a fuzzy judgment matrix, experts or decision-makers can convert the relative importance of various indicators into triangular fuzzy numbers based on their subjective judgments, thereby constructing a fuzzy judgment matrix. The triangular ambiguity function
where
The fuzzy judgment matrix obtained from the above formulas is
where
2.1.2 Hierarchical single sort
The hierarchical single ranking method uses a single evaluation matrix to determine the relative importance of each factor. To solve this problem, the maximum eigenvalue and eigenvector of the decision matrix are solved using MATLAB software. The hierarchical single ranking method decomposes the decision-making problem into multiple levels and multiple criteria, making the decision-making problem more structured and manageable. This helps decision-makers better understand the nature of the problem and the relationship between various factors, thereby making decisions more accurately.
2.1.3 Testing the consistency of judgment matrix
The purpose of consistency testing is to check whether there are contradictions or inconsistencies in the comparison of various factors by decision makers. If there is any inconsistency, it would affect the accuracy of the weight calculation and decision-making results.
Set the consistency index as EJ and the random consistency ratio as EK, and perform consistency checks on the evaluation matrix to ensure the consistency of the evaluation opinions.
Perform a consistency check on the final weight ranking results, and the calculation formula is as follows:
where
The expression formula for the overall consistency indicator is
Among them there is the random consistency test for each matrix in the middle layer.
To test the consistency, it is necessary to calculate the consistency index EJ and the random consistency ratio EK as follows:
where m is the order of the decision matrix, and KJ is the average random compatibility index usually obtained from table lookup. Generally, when EK < 0.1, the conclusions reached are acceptable; when EK > 0.1, the judgment matrix must be reconstructed until the consistency requirements are met.
2.1.4 Total hierarchical sorting
The hierarchical total ranking refers to the calculation of the weights of the lowest level indicators relative to the target layer, which requires a total ranking based on the hierarchical unit ranking. The hierarchical total ranking method is an effective decision-making evaluation method, which can be applied to various decision-making issues in various fields, such as economy, environment, society, and so on. This article can combine the corresponding weights to obtain this result. The specific calculation formula is as follows:
where
2.2 Flexibility of WR building system based on FCE method
The resilience evaluation and regulation of WR systems is the key to achieving sustainable development of WR [6,7]. Resilience refers to the adaptability and resilience of WR systems in the face of shocks or disasters. Therefore, studying the resilience evaluation model of WR building systems is of great significance for improving the ability of cities to withstand external shocks and ensuring urban safety [8,9]. Based on the theory of toughness, this study constructed a toughness evaluation index system for WR building systems and used AHP and FCE methods to determine the index weight.
In practical applications, evaluating the resilience of WR systems requires the consideration of multiple factors, such as climate change, natural disasters, and human activities [10,11]. With global warming and changes in precipitation patterns, the supply of WR would also change, and the water crisis will become increasingly severe. Therefore, when evaluating the resilience of WR systems, there is a need to strengthen the consideration of climate change and to develop corresponding coping strategies, to alleviate the impact of climate change on WR systems. In addition, in order to improve the resilience of WR systems and protect the ecological environment, various measures need to be taken to maintain the sustainable use of WR [12,13]. These measures include strengthening WR management and scheduling, rationally utilizing WR, improving WR utilization efficiency, improving the ecological environment, and protecting water sources and water ecosystems. At the same time, when constructing WR projects, consideration should also be given to coordination and balance with the natural environment to avoid irreversible ecological damage. In addition, the adoption of new technologies, materials, and processes can also improve the resilience of WR systems. Moreover, the use of water-saving equipment and water-saving irrigation techniques can reduce the waste of WR and increase the effectiveness of their use, thus enhancing the resilience of WR systems.
To sum up, evaluating and improving the resilience of WR systems is an important means to ensure the sustainable use of WR and promote sustainable development. It is necessary to strengthen multidisciplinary research cooperation and carry out theoretical exploration and practical innovation, to provide scientific basis and support for solving the WR crisis [14,15].
3 Resilience evaluation and regulation model of WR building system and its application
WR building system refers to the combination of building systems with WR management, utilization, and protection through modern scientific and technological means to maximize the conservation and utilization of WR. WR building systems can promote economic development and improve comprehensive benefits through the construction of reservoirs, hydropower stations, water conservancy projects, and other facilities. It can provide important support for socio-economic development and ecological environment protection and is an important construction project. The system mainly includes four aspects: WR collection, water supply, drainage, and reuse. In the experiment, this work established a WR building system model. The FCE method was used to design various weight factors that affect its toughness, and through data analysis and comparison, the optimal WR utilization scheme was found to improve the WR utilization efficiency of the building system. The evaluation indicators of the model include the flexibility, adaptability, resilience, and fault tolerance of the system. Through comprehensive consideration of these indicators, the evaluation results of the resilience of the WR building system can be obtained [16,17].
This model can be applied to the evaluation and regulation of the resilience of WR building systems. In practical applications, through the analysis of the evaluation results, control strategies can be determined to improve the resilience of the system to cope with various uncertain factors and risks. For example, in the face of uncertain factors such as climate change and natural disasters, the system’s resource allocation and management strategies can be adjusted to improve its resilience, thereby ensuring the stable operation of the WR building system.
The model has the following advantages: It can comprehensively consider multiple evaluation indicators and obtain comprehensive evaluation results. Based on the FCE method, it can handle the fuzziness and uncertainty between evaluation indicators. It can be applied to different types of WR building systems, with high applicability and flexibility [18,19].
The model has the following shortcomings: The data demand of the model is high, and a large amount of data related to WR building systems need to be collected. The establishment and use of models require professional knowledge and skills, which is difficult for professionals to use. The interpretability of the model results is relatively low, and in practical applications, it is necessary to interpret and analyze them in combination with actual situations.
3.1 Experimental design
3.1.1 Variable design
The primary evaluation indicators of the resilience evaluation and control model for WR building systems include: elasticity (A), adaptability (B), resilience (C), and fault tolerance (D) of the WR building system. The secondary evaluation indicators of system flexibility include WR allocation flexibility (A1), facility and equipment operation flexibility (A2), economic operation flexibility (A3), and management decision-making flexibility (A4). The secondary evaluation indicators for system adaptability include WR adaptability (B1), facility and equipment adaptability (B2), economic operation adaptability (B3), and management decision-making adaptability (B4). The secondary evaluation indicators for system resilience include WR resilience (C1), facility and equipment resilience (C2), economic operation resilience (C3), and management decision-making resilience (C4). The secondary evaluation indicators for system fault tolerance include WR fault tolerance (D1), facility equipment fault tolerance (D2), economic operation fault tolerance (D3), and management decision fault tolerance (D4), as shown in Table 1.
Variable design
| Primary indicators | Variable design | Secondary indicators | Variable design |
|---|---|---|---|
| Elasticity of WR building systems | A | Elasticity of WR allocation | A1 |
| Flexibility of facility and equipment operation | A2 | ||
| Economic operation elasticity | A3 | ||
| Management decision resilience | A4 | ||
| Adaptability of WR building systems | B | WR adaptability | B1 |
| Adaptability of facilities and equipment | B2 | ||
| Economic operation adaptability | B3 | ||
| Management decision adaptability | B4 | ||
| Resilience of WR building systems | C | WR resilience | C1 |
| Resilience of facilities and equipment | C2 | ||
| Economic operation resilience | C3 | ||
| Management decision resilience | C4 | ||
| Fault tolerance of WR building systems | D | Fault tolerance of WR | D1 |
| Fault tolerance of facilities and equipment | D2 | ||
| Economic operation fault tolerance | D3 | ||
| Management decision tolerance | D4 |
3.1.2 Reliability test
Reliability refers to the consistency of the results obtained after repeated measurements on the same object using the same method. Reliability testing refers to the process of evaluating the reliability of a measurement tool by verifying the consistency and stability of its measurement results. Its function is the stability of the test itself, not the correctness of the test results. Based on the internal consistency reliability analysis results, the items were optimized. The optimization criteria were that the alpha coefficient should be greater than or equal to 0.7. Only in this way can the research be of remarkable significance and meet statistical requirements. At the same time, if the correlation coefficient between a certain item and the total is less than 0.5, and the consistency coefficient increases significantly after canceling the item, then the item should generally be canceled. This article measures the overall reliability of the evaluation system and the reliability of each level 1 indicator. The test results are shown in Table 2. The overall and partial reliability of this scale was greater than 0.7, so it had a good level of reliability.
Reliability test results
| Inspection items | Number of projects | Cronbach’s Alpha |
|---|---|---|
| Elasticity of the system (A) | 4 | 0.867 |
| Adaptability of the system (B) | 4 | 0.784 |
| Resilience of the system (C) | 4 | 0.824 |
| Fault tolerance of the system (D) | 4 | 0.872 |
3.1.3 Validity test
Structural validity refers to whether the test results can prove or explain a theory or structure, that is, whether the test data can prove the rationality of the theory or structure. This study used factor analysis to test the structural validity of the questionnaire. Before conducting factor analysis, the questionnaire should first undergo a Kaiser–Meyer–Olkin (KMO) test and a spherical test to determine whether the questionnaire meets the needs of factor analysis. In general research, the value of KMO should be 0.7. Moreover, if the KMO value is lower than 0.5, it indicates that the scale is not suitable for factor analysis. In this prediction test, the KMO value was 0.779, and the approximate Chi square value of Bartlett’s spherical test was 431.839, indicating that these factors can be subjected to factor analysis.
Based on this, this article used the principal component analysis method. The feature value 1 was taken as the intercepted data, and the orthogonal transformation with the largest variance was used. The results obtained are shown in Figure 2.
Factor loads and their characteristic values rotation. (a) Shows the characteristic values of each factor after rotation, and (b) shows the load values of each factor after rotation.
From Figure 2, the secondary factor load values of the WR building system, resilience evaluation, and regulation model were all distributed above 0.5, which was sufficient to indicate that the factor validity of this survey had reached a high level, so it can be ensured that the results obtained in the subsequent formal measurement were accurate and effective. The characteristic root of the first level factor of the resilience evaluation and control model for WR building systems was also maintained at 1, which can indicate the effectiveness of this evaluation factor.
3.1.4 Weight calculation
The weight values of each expert were calculated and tested for consistency. Finally, the weight of the toughness evaluation index system was obtained, as shown in Figure 3.
Weights of resilience indicators for WR building systems. (a) The distribution of primary and secondary factor weight values for A and B and (b) the distribution of primary and secondary factor weight values for C and D.
According to Figure 3, the elasticity, adaptability, resilience, and fault tolerance of a WR building system were positively correlated with the resilience of the WR building system. That is to say, the better the elasticity, adaptability, resilience, and fault tolerance of the WR building system, the stronger the resilience of the WR building system. It can also be seen from Figure 3 that among the first level indicators, their weights were ranked from large to small as system elasticity, system adaptability, system resilience, and system fault tolerance, and their weight values were 0.231, 0.185, 0.169, and 0.128. From this, it can be seen that the elasticity of the system had the greatest impact on system resilience among various factors, while the elasticity of WR allocation had the largest weight value among system resilience, with a weight value of 0.342. It can be seen that the most important factor in the elasticity of the system is the elasticity of WR allocation.
3.2 Application of resilience evaluation and regulation model for WR building system
This article selected a building system in X city as the research object. Through evaluating and regulating the resilience level of the system, four experts calculated their evaluation factor scores. This article used the arithmetic mean method to calculate the scores of evaluation indicators at all levels. The results are shown in Figure 4.
First-level evaluation index scores. (a) The expected scores of the first level evaluation indicators of the WR building system resilience evaluation regulation model and (b) the actual expected scores of the first level evaluation indicators of the WR building system resilience evaluation regulation model.
From Figure 4, it can be seen that the average expected pass scores for elasticity, adaptability, resilience, and fault tolerance of WR building systems are 3, 2.5, 2, and 1.8, but their average actual scores are 2.5, 2.2, 1.8, and 1.6, respectively. From this, it can be concluded that the actual score situation of the city has not achieved the expected effect.
The scores of the secondary evaluation indicators for the resilience evaluation and regulation model of the WR building system are shown in Figure 5.
Grade II evaluation index scores. (a) The scores of the secondary evaluation indicators A1–B4 of the WR building system resilience evaluation and regulation model and (b) the scores of the secondary evaluation indicators C1–D4 of the WR building system resilience evaluation and regulation model.
From Figure 5, it can be seen that the secondary evaluation indicators of the resilience evaluation and control model for the WR building system have also achieved the expected qualified results. It can be seen that there were significant problems in the city’s WR building system. After the resilience evaluation, it was found that the system has low adaptability and resilience in the face of emergencies, and its fault tolerance and resilience also need to be improved.
To address these issues, the following regulatory measures can be formulated.
3.2.1 Strengthening WR management, improving water efficiency, and reducing WR waste
Strengthening WR management is an essential task in WR building systems. Strengthening WR management can improve water use efficiency and reduce WR waste, thereby ensuring the supply of WR to a certain extent. For building systems, the following measures can be taken to strengthen WR management: By controlling the water sources in the system, the quality and quantity of water sources can be ensured to meet the requirements; by strengthening the monitoring of water consumption in the system, problems such as excessive water consumption and waste can be identified and resolved in a timely manner; the maintenance of water consuming equipment can ensure the normal operation of the equipment, thereby avoiding problems such as water waste caused by equipment failures; the consumption of WR can be reduced by introducing water-saving technologies and saving water.
3.2.2 Establishment of emergency plans to improve the system’s ability to respond to emergencies
Establishing emergency plans is one of the important measures to improve the resilience of WR building systems. By establishing an emergency plan, it is possible to respond quickly and take effective measures in the event of an emergency, thus reducing the impact of the event on the system. Specifically, the following measures can be taken to establish an emergency plan: developing an emergency plan, clarifying the responsibilities and response measures of each position, and ensuring rapid response when an event occurs. The maintenance of emergency equipment can ensure the normal operation of the equipment, thereby avoiding problems such as untimely response caused by equipment failures.
3.2.3 Addition of water quality monitoring equipment to detect and solve water quality problems in a timely manner
Water quality issues are one of the common issues in WR building systems. Therefore, installing water quality monitoring equipment is one of the important measures to improve system resilience. Specifically, the following measures can be taken to install water quality monitoring equipment: sampling and testing the water sources in the system to clarify the water quality situation. Based on the water quality situation, the type and quantity of water quality monitoring equipment to be installed are determined. It is necessary to maintain water quality monitoring equipment and ensure its normal operation to avoid problems such as delayed water quality monitoring caused by equipment failures. By analyzing and judging the monitoring results, water quality issues can be identified and resolved in a timely manner.
3.2.4 Strengthening the maintenance and management of the system to ensure the normal operation of the system
Strengthening the maintenance and management of the system is one of the important measures to ensure the normal operation of the system. By strengthening the maintenance and management of the system, it is possible to avoid system failures caused by equipment failures, improper human operations, and other reasons, thereby improving system resilience. Specifically, the following measures can be taken: regular maintenance and repair of system equipment to ensure the normal operation of the equipment. The personnel in the system need to be trained and managed to ensure standardized operations and clear processes. By monitoring and backing up the data in the system, it is possible to avoid system failures caused by issues such as data loss. Through regular inspection and evaluation of the system, problems can be identified and resolved in a timely manner, thereby improving system resilience.
By implementing the above measures, the resilience level of the WR building system can be improved and the normal operation of the system can be ensured. At the same time, it can achieve multiple goals such as saving water and protecting the environment.
4 Conclusion
Based on the FCE method, this study constructed a resilience evaluation and control model for WR building systems and has achieved certain results in practical applications. Through the application of this model, it is possible to evaluate the resilience of WR building systems and propose corresponding improvement suggestions. The model comprehensively considers multiple factors such as sustainable utilization of WR, water quality, safety, emergency capacity, and facility integrity, and its evaluation results are more comprehensive and accurate. At the same time, the model has the advantages of simple operation and wide applicability, which can provide a reference for the toughness evaluation and improvement of WR building systems. However, the improvement and perfection of this model still need further research and exploration. The sample data of the applied resilience evaluation and control model for WR building systems is insufficient to fully reflect the resilience of WR building systems. Model parameter settings are not accurate enough: When building a model, the parameter settings have a significant impact on the accuracy of the model. The parameter settings used in this article may have shortcomings that require further improvement and optimization. The scope of application of the model is limited: The scope of application of the model in this article is mainly limited to the field of WR building systems, and further research and exploration are needed for toughness evaluation in other fields. The application scope of the model can be extended to other fields, such as urban planning, environmental protection, etc., thereby improving the application value and practicality of the model. New technologies such as artificial intelligence and big data can be combined to further improve the accuracy and efficiency of the model.
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Funding information: The authors state no funding involved.
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Author Contributions: Zeyou Chen and Yong Xiang: Editing data curation, Supervision. Shengming Chen and Meiling Ji: Writing-original draft preparation. Shengming Chen: conceived the experiment. Yong Xiang, Meiling Ji, and Zeyou Chen: conducted the experiment(s). Meiling Ji and Zeyou Chen: analysed the results. All authors reviewed the manuscript.
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Conflict of interest: Authors state no conflict of interest.
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This work is licensed under the Creative Commons Attribution 4.0 International License.
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- Obliquity-paced summer monsoon from the Shilou red clay section on the eastern Chinese Loess Plateau
- Classification and logging identification of reservoir space near the upper Ordovician pinch-out line in Tahe Oilfield
- Ultra-deep channel sand body target recognition method based on improved deep learning under UAV cluster
- New formula to determine flyrock distance on sedimentary rocks with low strength
- Assessing the ecological security of tourism in Northeast China
- Effective reservoir identification and sweet spot prediction in Chang 8 Member tight oil reservoirs in Huanjiang area, Ordos Basin
- Detecting heterogeneity of spatial accessibility to sports facilities for adolescents at fine scale: A case study in Changsha, China
- Effects of freeze–thaw cycles on soil nutrients by soft rock and sand remodeling
- Vibration prediction with a method based on the absorption property of blast-induced seismic waves: A case study
- A new look at the geodynamic development of the Ediacaran–early Cambrian forearc basalts of the Tannuola-Khamsara Island Arc (Central Asia, Russia): Conclusions from geological, geochemical, and Nd-isotope data
- Spatio-temporal analysis of the driving factors of urban land use expansion in China: A study of the Yangtze River Delta region
- Selection of Euler deconvolution solutions using the enhanced horizontal gradient and stable vertical differentiation
- Phase change of the Ordovician hydrocarbon in the Tarim Basin: A case study from the Halahatang–Shunbei area
- Using interpretative structure model and analytical network process for optimum site selection of airport locations in Delta Egypt
- Geochemistry of magnetite from Fe-skarn deposits along the central Loei Fold Belt, Thailand
- Functional typology of settlements in the Srem region, Serbia
- Hunger Games Search for the elucidation of gravity anomalies with application to geothermal energy investigations and volcanic activity studies
- Addressing incomplete tile phenomena in image tiling: Introducing the grid six-intersection model
- Evaluation and control model for resilience of water resource building system based on fuzzy comprehensive evaluation method and its application
- MIF and AHP methods for delineation of groundwater potential zones using remote sensing and GIS techniques in Tirunelveli, Tenkasi District, India
- New database for the estimation of dynamic coefficient of friction of snow
- Measuring urban growth dynamics: A study in Hue city, Vietnam
- Comparative models of support-vector machine, multilayer perceptron, and decision tree predication approaches for landslide susceptibility analysis
- Experimental study on the influence of clay content on the shear strength of silty soil and mechanism analysis
- Geosite assessment as a contribution to the sustainable development of Babušnica, Serbia
- Using fuzzy analytical hierarchy process for road transportation services management based on remote sensing and GIS technology
- Accumulation mechanism of multi-type unconventional oil and gas reservoirs in Northern China: Taking Hari Sag of the Yin’e Basin as an example
- TOC prediction of source rocks based on the convolutional neural network and logging curves – A case study of Pinghu Formation in Xihu Sag
- A method for fast detection of wind farms from remote sensing images using deep learning and geospatial analysis
- Spatial distribution and driving factors of karst rocky desertification in Southwest China based on GIS and geodetector
- Physicochemical and mineralogical composition studies of clays from Share and Tshonga areas, Northern Bida Basin, Nigeria: Implications for Geophagia
- Geochemical sedimentary records of eutrophication and environmental change in Chaohu Lake, East China
- Research progress of freeze–thaw rock using bibliometric analysis
- Mixed irrigation affects the composition and diversity of the soil bacterial community
- Examining the swelling potential of cohesive soils with high plasticity according to their index properties using GIS
- Geological genesis and identification of high-porosity and low-permeability sandstones in the Cretaceous Bashkirchik Formation, northern Tarim Basin
- Usability of PPGIS tools exemplified by geodiscussion – a tool for public participation in shaping public space
- Efficient development technology of Upper Paleozoic Lower Shihezi tight sandstone gas reservoir in northeastern Ordos Basin
- Assessment of soil resources of agricultural landscapes in Turkestan region of the Republic of Kazakhstan based on agrochemical indexes
- Evaluating the impact of DEM interpolation algorithms on relief index for soil resource management
- Petrogenetic relationship between plutonic and subvolcanic rocks in the Jurassic Shuikoushan complex, South China
- A novel workflow for shale lithology identification – A case study in the Gulong Depression, Songliao Basin, China
- Characteristics and main controlling factors of dolomite reservoirs in Fei-3 Member of Feixianguan Formation of Lower Triassic, Puguang area
- Impact of high-speed railway network on county-level accessibility and economic linkage in Jiangxi Province, China: A spatio-temporal data analysis
- Estimation model of wild fractional vegetation cover based on RGB vegetation index and its application
- Lithofacies, petrography, and geochemistry of the Lamphun oceanic plate stratigraphy: As a record of the subduction history of Paleo-Tethys in Chiang Mai-Chiang Rai Suture Zone of Thailand
- Structural features and tectonic activity of the Weihe Fault, central China
- Application of the wavelet transform and Hilbert–Huang transform in stratigraphic sequence division of Jurassic Shaximiao Formation in Southwest Sichuan Basin
- Structural detachment influences the shale gas preservation in the Wufeng-Longmaxi Formation, Northern Guizhou Province
- Distribution law of Chang 7 Member tight oil in the western Ordos Basin based on geological, logging and numerical simulation techniques
- Evaluation of alteration in the geothermal province west of Cappadocia, Türkiye: Mineralogical, petrographical, geochemical, and remote sensing data
- Numerical modeling of site response at large strains with simplified nonlinear models: Application to Lotung seismic array
- Quantitative characterization of granite failure intensity under dynamic disturbance from energy standpoint
- Characteristics of debris flow dynamics and prediction of the hazardous area in Bangou Village, Yanqing District, Beijing, China
- Rockfall mapping and susceptibility evaluation based on UAV high-resolution imagery and support vector machine method
- Statistical comparison analysis of different real-time kinematic methods for the development of photogrammetric products: CORS-RTK, CORS-RTK + PPK, RTK-DRTK2, and RTK + DRTK2 + GCP
- Hydrogeological mapping of fracture networks using earth observation data to improve rainfall–runoff modeling in arid mountains, Saudi Arabia
- Petrography and geochemistry of pegmatite and leucogranite of Ntega-Marangara area, Burundi, in relation to rare metal mineralisation
- Prediction of formation fracture pressure based on reinforcement learning and XGBoost
- Hazard zonation for potential earthquake-induced landslide in the eastern East Kunlun fault zone
- Monitoring water infiltration in multiple layers of sandstone coal mining model with cracks using ERT
- Study of the patterns of ice lake variation and the factors influencing these changes in the western Nyingchi area
- Productive conservation at the landslide prone area under the threat of rapid land cover changes
- Sedimentary processes and patterns in deposits corresponding to freshwater lake-facies of hyperpycnal flow – An experimental study based on flume depositional simulations
- Study on time-dependent injectability evaluation of mudstone considering the self-healing effect
- Detection of objects with diverse geometric shapes in GPR images using deep-learning methods
- Behavior of trace metals in sedimentary cores from marine and lacustrine environments in Algeria
- Spatiotemporal variation pattern and spatial coupling relationship between NDVI and LST in Mu Us Sandy Land
- Formation mechanism and oil-bearing properties of gravity flow sand body of Chang 63 sub-member of Yanchang Formation in Huaqing area, Ordos Basin
- Diagenesis of marine-continental transitional shale from the Upper Permian Longtan Formation in southern Sichuan Basin, China
- Vertical high-velocity structures and seismic activity in western Shandong Rise, China: Case study inspired by double-difference seismic tomography
- Spatial coupling relationship between metamorphic core complex and gold deposits: Constraints from geophysical electromagnetics
- Disparities in the geospatial allocation of public facilities from the perspective of living circles
- Research on spatial correlation structure of war heritage based on field theory. A case study of Jinzhai County, China
- Formation mechanisms of Qiaoba-Zhongdu Danxia landforms in southwestern Sichuan Province, China
- Magnetic data interpretation: Implication for structure and hydrocarbon potentiality at Delta Wadi Diit, Southeastern Egypt
- Deeply buried clastic rock diagenesis evolution mechanism of Dongdaohaizi sag in the center of Junggar fault basin, Northwest China
- Application of LS-RAPID to simulate the motion of two contrasting landslides triggered by earthquakes
- The new insight of tectonic setting in Sunda–Banda transition zone using tomography seismic. Case study: 7.1 M deep earthquake 29 August 2023
- The critical role of c and φ in ensuring stability: A study on rockfill dams
- Evidence of late quaternary activity of the Weining-Shuicheng Fault in Guizhou, China
- Extreme hydroclimatic events and response of vegetation in the eastern QTP since 10 ka
- Spatial–temporal effect of sea–land gradient on landscape pattern and ecological risk in the coastal zone: A case study of Dalian City
- Study on the influence mechanism of land use on carbon storage under multiple scenarios: A case study of Wenzhou
- A new method for identifying reservoir fluid properties based on well logging data: A case study from PL block of Bohai Bay Basin, North China
- Comparison between thermal models across the Middle Magdalena Valley, Eastern Cordillera, and Eastern Llanos basins in Colombia
- Mineralogical and elemental analysis of Kazakh coals from three mines: Preliminary insights from mode of occurrence to environmental impacts
- Chlorite-induced porosity evolution in multi-source tight sandstone reservoirs: A case study of the Shaximiao Formation in western Sichuan Basin
- Predicting stability factors for rotational failures in earth slopes and embankments using artificial intelligence techniques
- Origin of Late Cretaceous A-type granitoids in South China: Response to the rollback and retreat of the Paleo-Pacific plate
- Modification of dolomitization on reservoir spaces in reef–shoal complex: A case study of Permian Changxing Formation, Sichuan Basin, SW China
- Geological characteristics of the Daduhe gold belt, western Sichuan, China: Implications for exploration
- Rock physics model for deep coal-bed methane reservoir based on equivalent medium theory: A case study of Carboniferous-Permian in Eastern Ordos Basin
- Enhancing the total-field magnetic anomaly using the normalized source strength
- Shear wave velocity profiling of Riyadh City, Saudi Arabia, utilizing the multi-channel analysis of surface waves method
- Effect of coal facies on pore structure heterogeneity of coal measures: Quantitative characterization and comparative study
- Inversion method of organic matter content of different types of soils in black soil area based on hyperspectral indices
- Detection of seepage zones in artificial levees: A case study at the Körös River, Hungary
- Tight sandstone fluid detection technology based on multi-wave seismic data
- Characteristics and control techniques of soft rock tunnel lining cracks in high geo-stress environments: Case study of Wushaoling tunnel group
- Influence of pore structure characteristics on the Permian Shan-1 reservoir in Longdong, Southwest Ordos Basin, China
- Study on sedimentary model of Shanxi Formation – Lower Shihezi Formation in Da 17 well area of Daniudi gas field, Ordos Basin
- Multi-scenario territorial spatial simulation and dynamic changes: A case study of Jilin Province in China from 1985 to 2030
- Review Articles
- Major ascidian species with negative impacts on bivalve aquaculture: Current knowledge and future research aims
- Prediction and assessment of meteorological drought in southwest China using long short-term memory model
- Communication
- Essential questions in earth and geosciences according to large language models
- Erratum
- Erratum to “Random forest and artificial neural network-based tsunami forests classification using data fusion of Sentinel-2 and Airbus Vision-1 satellites: A case study of Garhi Chandan, Pakistan”
- Special Issue: Natural Resources and Environmental Risks: Towards a Sustainable Future - Part I
- Spatial-temporal and trend analysis of traffic accidents in AP Vojvodina (North Serbia)
- Exploring environmental awareness, knowledge, and safety: A comparative study among students in Montenegro and North Macedonia
- Determinants influencing tourists’ willingness to visit Türkiye – Impact of earthquake hazards on Serbian visitors’ preferences
- Application of remote sensing in monitoring land degradation: A case study of Stanari municipality (Bosnia and Herzegovina)
- Optimizing agricultural land use: A GIS-based assessment of suitability in the Sana River Basin, Bosnia and Herzegovina
- Assessing risk-prone areas in the Kratovska Reka catchment (North Macedonia) by integrating advanced geospatial analytics and flash flood potential index
- Analysis of the intensity of erosive processes and state of vegetation cover in the zone of influence of the Kolubara Mining Basin
- GIS-based spatial modeling of landslide susceptibility using BWM-LSI: A case study – city of Smederevo (Serbia)
- Geospatial modeling of wildfire susceptibility on a national scale in Montenegro: A comparative evaluation of F-AHP and FR methodologies
- Geosite assessment as the first step for the development of canyoning activities in North Montenegro
- Urban geoheritage and degradation risk assessment of the Sokograd fortress (Sokobanja, Eastern Serbia)
- Multi-hazard modeling of erosion and landslide susceptibility at the national scale in the example of North Macedonia
- Understanding seismic hazard resilience in Montenegro: A qualitative analysis of community preparedness and response capabilities
- Forest soil CO2 emission in Quercus robur level II monitoring site
- Characterization of glomalin proteins in soil: A potential indicator of erosion intensity
- Power of Terroir: Case study of Grašac at the Fruška Gora wine region (North Serbia)
- Special Issue: Geospatial and Environmental Dynamics - Part I
- Qualitative insights into cultural heritage protection in Serbia: Addressing legal and institutional gaps for disaster risk resilience
Articles in the same Issue
- Regular Articles
- Theoretical magnetotelluric response of stratiform earth consisting of alternative homogeneous and transitional layers
- The research of common drought indexes for the application to the drought monitoring in the region of Jin Sha river
- Evolutionary game analysis of government, businesses, and consumers in high-standard farmland low-carbon construction
- On the use of low-frequency passive seismic as a direct hydrocarbon indicator: A case study at Banyubang oil field, Indonesia
- Water transportation planning in connection with extreme weather conditions; case study – Port of Novi Sad, Serbia
- Zircon U–Pb ages of the Paleozoic volcaniclastic strata in the Junggar Basin, NW China
- Monitoring of mangrove forests vegetation based on optical versus microwave data: A case study western coast of Saudi Arabia
- Microfacies analysis of marine shale: A case study of the shales of the Wufeng–Longmaxi formation in the western Chongqing, Sichuan Basin, China
- Multisource remote sensing image fusion processing in plateau seismic region feature information extraction and application analysis – An example of the Menyuan Ms6.9 earthquake on January 8, 2022
- Identification of magnetic mineralogy and paleo-flow direction of the Miocene-quaternary volcanic products in the north of Lake Van, Eastern Turkey
- Impact of fully rotating steel casing bored pile on adjacent tunnels
- Adolescents’ consumption intentions toward leisure tourism in high-risk leisure environments in riverine areas
- Petrogenesis of Jurassic granitic rocks in South China Block: Implications for events related to subduction of Paleo-Pacific plate
- Differences in urban daytime and night block vitality based on mobile phone signaling data: A case study of Kunming’s urban district
- Random forest and artificial neural network-based tsunami forests classification using data fusion of Sentinel-2 and Airbus Vision-1 satellites: A case study of Garhi Chandan, Pakistan
- Integrated geophysical approach for detection and size-geometry characterization of a multiscale karst system in carbonate units, semiarid Brazil
- Spatial and temporal changes in ecosystem services value and analysis of driving factors in the Yangtze River Delta Region
- Deep fault sliding rates for Ka-Ping block of Xinjiang based on repeating earthquakes
- Improved deep learning segmentation of outdoor point clouds with different sampling strategies and using intensities
- Platform margin belt structure and sedimentation characteristics of Changxing Formation reefs on both sides of the Kaijiang-Liangping trough, eastern Sichuan Basin, China
- Enhancing attapulgite and cement-modified loess for effective landfill lining: A study on seepage prevention and Cu/Pb ion adsorption
- Flood risk assessment, a case study in an arid environment of Southeast Morocco
- Lower limits of physical properties and classification evaluation criteria of the tight reservoir in the Ahe Formation in the Dibei Area of the Kuqa depression
- Evaluation of Viaducts’ contribution to road network accessibility in the Yunnan–Guizhou area based on the node deletion method
- Permian tectonic switch of the southern Central Asian Orogenic Belt: Constraints from magmatism in the southern Alxa region, NW China
- Element geochemical differences in lower Cambrian black shales with hydrothermal sedimentation in the Yangtze block, South China
- Three-dimensional finite-memory quasi-Newton inversion of the magnetotelluric based on unstructured grids
- Obliquity-paced summer monsoon from the Shilou red clay section on the eastern Chinese Loess Plateau
- Classification and logging identification of reservoir space near the upper Ordovician pinch-out line in Tahe Oilfield
- Ultra-deep channel sand body target recognition method based on improved deep learning under UAV cluster
- New formula to determine flyrock distance on sedimentary rocks with low strength
- Assessing the ecological security of tourism in Northeast China
- Effective reservoir identification and sweet spot prediction in Chang 8 Member tight oil reservoirs in Huanjiang area, Ordos Basin
- Detecting heterogeneity of spatial accessibility to sports facilities for adolescents at fine scale: A case study in Changsha, China
- Effects of freeze–thaw cycles on soil nutrients by soft rock and sand remodeling
- Vibration prediction with a method based on the absorption property of blast-induced seismic waves: A case study
- A new look at the geodynamic development of the Ediacaran–early Cambrian forearc basalts of the Tannuola-Khamsara Island Arc (Central Asia, Russia): Conclusions from geological, geochemical, and Nd-isotope data
- Spatio-temporal analysis of the driving factors of urban land use expansion in China: A study of the Yangtze River Delta region
- Selection of Euler deconvolution solutions using the enhanced horizontal gradient and stable vertical differentiation
- Phase change of the Ordovician hydrocarbon in the Tarim Basin: A case study from the Halahatang–Shunbei area
- Using interpretative structure model and analytical network process for optimum site selection of airport locations in Delta Egypt
- Geochemistry of magnetite from Fe-skarn deposits along the central Loei Fold Belt, Thailand
- Functional typology of settlements in the Srem region, Serbia
- Hunger Games Search for the elucidation of gravity anomalies with application to geothermal energy investigations and volcanic activity studies
- Addressing incomplete tile phenomena in image tiling: Introducing the grid six-intersection model
- Evaluation and control model for resilience of water resource building system based on fuzzy comprehensive evaluation method and its application
- MIF and AHP methods for delineation of groundwater potential zones using remote sensing and GIS techniques in Tirunelveli, Tenkasi District, India
- New database for the estimation of dynamic coefficient of friction of snow
- Measuring urban growth dynamics: A study in Hue city, Vietnam
- Comparative models of support-vector machine, multilayer perceptron, and decision tree predication approaches for landslide susceptibility analysis
- Experimental study on the influence of clay content on the shear strength of silty soil and mechanism analysis
- Geosite assessment as a contribution to the sustainable development of Babušnica, Serbia
- Using fuzzy analytical hierarchy process for road transportation services management based on remote sensing and GIS technology
- Accumulation mechanism of multi-type unconventional oil and gas reservoirs in Northern China: Taking Hari Sag of the Yin’e Basin as an example
- TOC prediction of source rocks based on the convolutional neural network and logging curves – A case study of Pinghu Formation in Xihu Sag
- A method for fast detection of wind farms from remote sensing images using deep learning and geospatial analysis
- Spatial distribution and driving factors of karst rocky desertification in Southwest China based on GIS and geodetector
- Physicochemical and mineralogical composition studies of clays from Share and Tshonga areas, Northern Bida Basin, Nigeria: Implications for Geophagia
- Geochemical sedimentary records of eutrophication and environmental change in Chaohu Lake, East China
- Research progress of freeze–thaw rock using bibliometric analysis
- Mixed irrigation affects the composition and diversity of the soil bacterial community
- Examining the swelling potential of cohesive soils with high plasticity according to their index properties using GIS
- Geological genesis and identification of high-porosity and low-permeability sandstones in the Cretaceous Bashkirchik Formation, northern Tarim Basin
- Usability of PPGIS tools exemplified by geodiscussion – a tool for public participation in shaping public space
- Efficient development technology of Upper Paleozoic Lower Shihezi tight sandstone gas reservoir in northeastern Ordos Basin
- Assessment of soil resources of agricultural landscapes in Turkestan region of the Republic of Kazakhstan based on agrochemical indexes
- Evaluating the impact of DEM interpolation algorithms on relief index for soil resource management
- Petrogenetic relationship between plutonic and subvolcanic rocks in the Jurassic Shuikoushan complex, South China
- A novel workflow for shale lithology identification – A case study in the Gulong Depression, Songliao Basin, China
- Characteristics and main controlling factors of dolomite reservoirs in Fei-3 Member of Feixianguan Formation of Lower Triassic, Puguang area
- Impact of high-speed railway network on county-level accessibility and economic linkage in Jiangxi Province, China: A spatio-temporal data analysis
- Estimation model of wild fractional vegetation cover based on RGB vegetation index and its application
- Lithofacies, petrography, and geochemistry of the Lamphun oceanic plate stratigraphy: As a record of the subduction history of Paleo-Tethys in Chiang Mai-Chiang Rai Suture Zone of Thailand
- Structural features and tectonic activity of the Weihe Fault, central China
- Application of the wavelet transform and Hilbert–Huang transform in stratigraphic sequence division of Jurassic Shaximiao Formation in Southwest Sichuan Basin
- Structural detachment influences the shale gas preservation in the Wufeng-Longmaxi Formation, Northern Guizhou Province
- Distribution law of Chang 7 Member tight oil in the western Ordos Basin based on geological, logging and numerical simulation techniques
- Evaluation of alteration in the geothermal province west of Cappadocia, Türkiye: Mineralogical, petrographical, geochemical, and remote sensing data
- Numerical modeling of site response at large strains with simplified nonlinear models: Application to Lotung seismic array
- Quantitative characterization of granite failure intensity under dynamic disturbance from energy standpoint
- Characteristics of debris flow dynamics and prediction of the hazardous area in Bangou Village, Yanqing District, Beijing, China
- Rockfall mapping and susceptibility evaluation based on UAV high-resolution imagery and support vector machine method
- Statistical comparison analysis of different real-time kinematic methods for the development of photogrammetric products: CORS-RTK, CORS-RTK + PPK, RTK-DRTK2, and RTK + DRTK2 + GCP
- Hydrogeological mapping of fracture networks using earth observation data to improve rainfall–runoff modeling in arid mountains, Saudi Arabia
- Petrography and geochemistry of pegmatite and leucogranite of Ntega-Marangara area, Burundi, in relation to rare metal mineralisation
- Prediction of formation fracture pressure based on reinforcement learning and XGBoost
- Hazard zonation for potential earthquake-induced landslide in the eastern East Kunlun fault zone
- Monitoring water infiltration in multiple layers of sandstone coal mining model with cracks using ERT
- Study of the patterns of ice lake variation and the factors influencing these changes in the western Nyingchi area
- Productive conservation at the landslide prone area under the threat of rapid land cover changes
- Sedimentary processes and patterns in deposits corresponding to freshwater lake-facies of hyperpycnal flow – An experimental study based on flume depositional simulations
- Study on time-dependent injectability evaluation of mudstone considering the self-healing effect
- Detection of objects with diverse geometric shapes in GPR images using deep-learning methods
- Behavior of trace metals in sedimentary cores from marine and lacustrine environments in Algeria
- Spatiotemporal variation pattern and spatial coupling relationship between NDVI and LST in Mu Us Sandy Land
- Formation mechanism and oil-bearing properties of gravity flow sand body of Chang 63 sub-member of Yanchang Formation in Huaqing area, Ordos Basin
- Diagenesis of marine-continental transitional shale from the Upper Permian Longtan Formation in southern Sichuan Basin, China
- Vertical high-velocity structures and seismic activity in western Shandong Rise, China: Case study inspired by double-difference seismic tomography
- Spatial coupling relationship between metamorphic core complex and gold deposits: Constraints from geophysical electromagnetics
- Disparities in the geospatial allocation of public facilities from the perspective of living circles
- Research on spatial correlation structure of war heritage based on field theory. A case study of Jinzhai County, China
- Formation mechanisms of Qiaoba-Zhongdu Danxia landforms in southwestern Sichuan Province, China
- Magnetic data interpretation: Implication for structure and hydrocarbon potentiality at Delta Wadi Diit, Southeastern Egypt
- Deeply buried clastic rock diagenesis evolution mechanism of Dongdaohaizi sag in the center of Junggar fault basin, Northwest China
- Application of LS-RAPID to simulate the motion of two contrasting landslides triggered by earthquakes
- The new insight of tectonic setting in Sunda–Banda transition zone using tomography seismic. Case study: 7.1 M deep earthquake 29 August 2023
- The critical role of c and φ in ensuring stability: A study on rockfill dams
- Evidence of late quaternary activity of the Weining-Shuicheng Fault in Guizhou, China
- Extreme hydroclimatic events and response of vegetation in the eastern QTP since 10 ka
- Spatial–temporal effect of sea–land gradient on landscape pattern and ecological risk in the coastal zone: A case study of Dalian City
- Study on the influence mechanism of land use on carbon storage under multiple scenarios: A case study of Wenzhou
- A new method for identifying reservoir fluid properties based on well logging data: A case study from PL block of Bohai Bay Basin, North China
- Comparison between thermal models across the Middle Magdalena Valley, Eastern Cordillera, and Eastern Llanos basins in Colombia
- Mineralogical and elemental analysis of Kazakh coals from three mines: Preliminary insights from mode of occurrence to environmental impacts
- Chlorite-induced porosity evolution in multi-source tight sandstone reservoirs: A case study of the Shaximiao Formation in western Sichuan Basin
- Predicting stability factors for rotational failures in earth slopes and embankments using artificial intelligence techniques
- Origin of Late Cretaceous A-type granitoids in South China: Response to the rollback and retreat of the Paleo-Pacific plate
- Modification of dolomitization on reservoir spaces in reef–shoal complex: A case study of Permian Changxing Formation, Sichuan Basin, SW China
- Geological characteristics of the Daduhe gold belt, western Sichuan, China: Implications for exploration
- Rock physics model for deep coal-bed methane reservoir based on equivalent medium theory: A case study of Carboniferous-Permian in Eastern Ordos Basin
- Enhancing the total-field magnetic anomaly using the normalized source strength
- Shear wave velocity profiling of Riyadh City, Saudi Arabia, utilizing the multi-channel analysis of surface waves method
- Effect of coal facies on pore structure heterogeneity of coal measures: Quantitative characterization and comparative study
- Inversion method of organic matter content of different types of soils in black soil area based on hyperspectral indices
- Detection of seepage zones in artificial levees: A case study at the Körös River, Hungary
- Tight sandstone fluid detection technology based on multi-wave seismic data
- Characteristics and control techniques of soft rock tunnel lining cracks in high geo-stress environments: Case study of Wushaoling tunnel group
- Influence of pore structure characteristics on the Permian Shan-1 reservoir in Longdong, Southwest Ordos Basin, China
- Study on sedimentary model of Shanxi Formation – Lower Shihezi Formation in Da 17 well area of Daniudi gas field, Ordos Basin
- Multi-scenario territorial spatial simulation and dynamic changes: A case study of Jilin Province in China from 1985 to 2030
- Review Articles
- Major ascidian species with negative impacts on bivalve aquaculture: Current knowledge and future research aims
- Prediction and assessment of meteorological drought in southwest China using long short-term memory model
- Communication
- Essential questions in earth and geosciences according to large language models
- Erratum
- Erratum to “Random forest and artificial neural network-based tsunami forests classification using data fusion of Sentinel-2 and Airbus Vision-1 satellites: A case study of Garhi Chandan, Pakistan”
- Special Issue: Natural Resources and Environmental Risks: Towards a Sustainable Future - Part I
- Spatial-temporal and trend analysis of traffic accidents in AP Vojvodina (North Serbia)
- Exploring environmental awareness, knowledge, and safety: A comparative study among students in Montenegro and North Macedonia
- Determinants influencing tourists’ willingness to visit Türkiye – Impact of earthquake hazards on Serbian visitors’ preferences
- Application of remote sensing in monitoring land degradation: A case study of Stanari municipality (Bosnia and Herzegovina)
- Optimizing agricultural land use: A GIS-based assessment of suitability in the Sana River Basin, Bosnia and Herzegovina
- Assessing risk-prone areas in the Kratovska Reka catchment (North Macedonia) by integrating advanced geospatial analytics and flash flood potential index
- Analysis of the intensity of erosive processes and state of vegetation cover in the zone of influence of the Kolubara Mining Basin
- GIS-based spatial modeling of landslide susceptibility using BWM-LSI: A case study – city of Smederevo (Serbia)
- Geospatial modeling of wildfire susceptibility on a national scale in Montenegro: A comparative evaluation of F-AHP and FR methodologies
- Geosite assessment as the first step for the development of canyoning activities in North Montenegro
- Urban geoheritage and degradation risk assessment of the Sokograd fortress (Sokobanja, Eastern Serbia)
- Multi-hazard modeling of erosion and landslide susceptibility at the national scale in the example of North Macedonia
- Understanding seismic hazard resilience in Montenegro: A qualitative analysis of community preparedness and response capabilities
- Forest soil CO2 emission in Quercus robur level II monitoring site
- Characterization of glomalin proteins in soil: A potential indicator of erosion intensity
- Power of Terroir: Case study of Grašac at the Fruška Gora wine region (North Serbia)
- Special Issue: Geospatial and Environmental Dynamics - Part I
- Qualitative insights into cultural heritage protection in Serbia: Addressing legal and institutional gaps for disaster risk resilience
