Abstract
A feasibility study is considered a strategic tool, a critical principle, and an essential stage of the success of the investment project, and it is regarded as an essential point in the success or failure of the investment project. Therefore, feasibility studies are among the most critical elements of the success of investment projects. The purpose of this study is to find out the reality of the feasibility study in the various departments of the state and its impact on the success or failure of investment projects, in addition to studying, identifying, and analyzing the factors that affect the feasibility study in investment projects. In this research, 23 influential factors were collected from site surveys, interviews with engineers and experts, and previous research in the Arab world. These factors are grouped into five categories: political and legal aspects, economic and financial, consultancy, owner, and contractor. A questionnaire survey of 70 respondents was distributed among different experts. A statistical analysis was done using SPSS and Excel packages. The results accomplished from the survey revealed the significant factors that affect the feasibility study (ranked respectively), namely, the absence of a clear investment policy (86%), the existence of obstacles (85.71%), slow and complicated routine procedures (84%), lack of experience and field knowledge (82.29%), and failure to accurately meet the scientific (79.71%) These findings could help the construction professionals to improve the feasibility study and project performance in Iraq.
1 Introduction
Many studies and research in this field have shown that one of the most important reasons for the failure of public and private investment projects is the weak awareness of the authorities responsible for the investment of the importance of feasibility studies and their leniency in providing the conditions and foundations that must be prepared and considered as one of the formal requirements for granting investment licenses as well as the absence of standards based on which the investor is differentiated. The research originality of this research is the study and analysis of the reality of stalled investment projects in Najaf and the study of its main reasons.
Early in the 1960s, the terms “feasibility study” and “feasibility analysis” were coined in the accounting and economic sciences to describe examinations and thorough reviews to ascertain the viability of various investment options by calculating the advantages and disadvantages to extract measurements for each option [1]. The feasibility study’s findings, coupled with a detailed implementation plan, assist in choosing a specific project that fulfills the project’s stated objectives [2,3]. When a particular course of action is evaluated for suitability in a given situation with restricted resources, a real estate analyst can confidently say that defined objectives will be achieved [4].
The following studies serve as the frameworks for the dimensions of business viability in this article: (market, economic, financial, technical, environmental, legal, schedule, and administrative). These investigations represent the basic categories of feasibility studies, which are crucial to any framework [5,6]. Any building process has a variety of variables and notions that could have both positive and negative consequences [7,8]. These variables, which have varying degrees of effects (up or down), are detailed in a preliminary feasibility study in an organized building [9,10]. The feasibility study thoroughly examines the project’s viability, considering all relevant technical, financial, legal, and scheduling considerations [11]. A feasibility study collects and organizes all the information required to create a successful company [12]. Today, it is one of the most significant tools for strategic planning. Also, the feasibility study is a powerful tool for strategically managing projects in various economic and investment activities, enabling investors to make decisions throughout the project’s lifespan with the least amount of risk (uncertainty) possible [13].
Feasibility studies were created based on economic theory to assist in investing decisions with a certain amount of risk and/or uncertainty. This idea results from several internal and external future-related variables that may affect choices [14,15]. The government may finance more than 96% of domestic construction projects in Iraq. Due to construction project funding, more central and local government control of all local project schedules is required [16].
This study aims to analyze the relationship between the failure of investment projects for the study sample and the unreality of economic feasibility studies prepared by the investor. As well as to analyze the failure of many projects to identify the causes of this stumbling block in the Najaf governorate and find solutions. Therefore, this study is important in raising awareness among engineers of the importance of the feasibility study and the extent of its impact on the success or failure of investment projects.
2 Research problem
Due to the failure of many investment projects in Iraq, which may lead to weak opportunities for growth and development, the failure of these projects leads to the loss of other alternative options that can be exploited to avoid wasting human, financial, and other resources. Poor planning of investment projects, failure to adopt scientific methods to choose between investment alternatives and investors, granting investment licenses without fully and accurately providing the requirements for granting these licenses, and many obstacles that get out of control. Therefore, it is necessary to have real feasibility studies that simulate the reality of investment projects.
3 The reality of stalled construction projects in Najaf Governorate
The province of Al-Najaf is one of the province’s religious and touristic allies, agriculturally and economically, as thousands of visitors from inside and outside Iraq flock to it daily. Therefore, the province urgently needs to develop infrastructure and investment projects [17].
After the issuance of Investment Resolution No. 13 of 2006 regarding the formation of the investment commission in the province of Najaf, this commission began to grant investment licenses. As of 2008, it led to increased investment projects in Najaf [17]. However, after implementing many of these investment projects, it was found that there was a delay and stopping or stumbling of many investment projects due to many obstacles and problems that directed the implementation of these investment projects. In this research, stopped and stalled projects were identified and classified according to all projects from 2008 to 2022, in addition to categorizing them according to project cost and project area [17].
3.1 Classification of the total projects with the identification of stalled and registered projects according to the project registration
Table 1 shows all the projects registered in the Investment Commission for the province of Najaf, focusing on the stalled projects. Table 1 also illustrates that the highest percentage of stalled projects was in the year 2019, and this is because it was the beginning of the Corona pandemic and its adverse effects on investment projects. Also, in 2014, there was an apparent increase in the stalling of investment projects due to the events of ISIS in most Iraqi governorates.
Total and stalled projects by year [17]
Years | Total projects | Stalled projects | % stalled from total |
---|---|---|---|
2008 | 11 | 8 | 72.73 |
2009 | 27 | 19 | 70.37 |
2010 | 62 | 45 | 72.58 |
2011 | 57 | 43 | 75.44 |
2012 | 28 | 21 | 75 |
2013 | 4 | 2 | 50 |
2014 | 5 | 4 | 80 |
2015 | 22 | 13 | 59.10 |
2016 | 7 | 5 | 71.43 |
2017 | 30 | 17 | 56.67 |
2018 | 15 | 10 | 66.67 |
2019 | 16 | 14 | 87.5 |
2020 | 20 | 15 | 75 |
2021 | 15 | 11 | 73.34 |
2022 | 5 | 4 | 80 |
Total | 324 | 231 | 71.30 |
3.2 Stalled investment projects according to the cost of the investment project
When the decision-maker lacks a clear vision or an accurate assessment of the project’s cost, the investment cost is one of the most critical variables influencing whether the project is established. In addition, it is one of the most critical causes of projects stumbling and failing. According to the cost of the investment projects, Table 2 lists the halted investment projects.
Total and stalled projects, according to the cost of the project [17]
Projects cost $ | Total projects | Stalled projects | % stalled from total |
---|---|---|---|
Less than 50,000,000 | 189 | 111 | 58.73 |
50,000,001–100,000,000 | 15 | 11 | 73.34 |
100,000,001–150,000,000 | 4 | 3 | 75 |
150,000,001–200,000,000 | 3 | 3 | 100 |
More than 200,000,000 | 14 | 12 | 85.71 |
Total | 225 | 140 | 62.20 |
It was noted from Table 2 that the highest default rate according to the cost of the investment project is projects less than 50,000,000 due to a large number of registered projects, which number 189, due to poor follow-up and monitoring of projects due to the lack of follow-up and supervision committees on investment projects.
3.3 Stalled investment projects according to the area of the investment project
Stalled projects will be classified according to the area of the investment project and determine the extent to which the area affects the success or failure of the investment project. Table 3 shows the volume of investment projects implemented in the Al-Najaf Governorate. Table 3 shows that the area of the project has a significant impact on the success or failure of the investment project.
The area of investment projects according to the area of the project from 2008 to 2022 [17]
The project area | Total projects | Stalled projects | Stalled % from total |
---|---|---|---|
Less than 10,000 M2 | 131 | 70 | 53.44 |
10,000 M2 ≤ 20,000 M2 | 20 | 14 | 70 |
20,000 M2 ≤ 30,000 M2 | 10 | 6 | 60 |
30,000 M2 ≤ 40,000 M2 | 9 | 5 | 55.56 |
40,000 M2 ≤ 50,000 M2 | 2 | 2 | 100 |
50,000 M2 ≤ 60,000 M2 | 1 | 1 | 100 |
60,000 M2 ≤ 70,000 M2 | 0 | 0 | 0 |
70000 M2 ≤ 80000 M2 | 2 | 2 | 100 |
80,000 M2 ≤ 90,000 M2 | 0 | 0 | 0 |
90,000 M2 ≤ 100,000 M2 | 4 | 4 | 100 |
100,000 M2 ≤ 110,000 M2 | 0 | 0 | 0 |
110,000 M2 ≤ 120,000 M2 | 2 | 2 | 100 |
More than 120,000 M2 | 44 | 36 | 82.81 |
Total | 225 | 142 | 63.00 |
4 Research methodology
This study is based on a site survey that attempts to gather all the required information effectively. Twenty-three influencing factors in feasibility studies were collected through an open questionnaire for experienced engineers and consultants, in addition to surveys from the archives of some engineering departments and previous studies. The components surveyed were divided into five primary sections: (1) political and legal; (2) economic and financial factors; (3) advisory factors; (4) owner factors; (5) contractor factors.
4.1 Design of the questionnaire
Three sections comprise the questionnaire: General information on the respondents is provided in the first section. Specialization, current employment, years of experience, academic credentials, and a union degree are also included. Selecting the proper choice yields the answer. Seven questions about the significance of the feasibility study on construction investment projects are included in the second section. The elements influencing the success or failure of the feasibility studies are represented in five tables in the third part. When designing the questionnaire, the arithmetic mean scale is combined with a five-point Likert scale [18].
The scale, therefore, ranges from (1 very low) to (5 very high). After reviewing and auditing to check its efficacy and suitability for construction projects in Iraq, a second evaluation was conducted to confirm the uniformity of the questionnaire’s answers [18]. Twenty-three criteria affecting feasibility studies for investment projects in Najaf were included in the original questionnaire. A pilot test (pilot study) was undertaken before the questionnaire was made available to ensure it was structured more gradually and appropriately in a straightforward manner. Six arbitrators (of the degree of expert engineer) get the questionnaire’s questions to use their competence to make the necessary corrections for omission and addition to arrive at the final version.
4.2 Sample size
Engineers who work as operational directors, project managers, project coordinators, construction managers, site managers, site engineers, superintendents, estimators, supervisors, and so on make up the sample of the target in the search. They are employed by both government and private contractor businesses in Iraq. Equations (1) and (2), which have been used by a number of researchers, including by Khaleel and Nassar [18], can be utilized to obtain a statistically representative sample of the target.
The population’s sample size is unlimited (m), but the population’s sample size is constrained (N). Equation (2) is applied as follows to determine the value of m:
Here, Z indicates the degree of confidence (for instance, 2.92, 1.575, and 2.245 reflect the values of the confidence levels when 99, 95, and 90%, respectively); P is the level of contrast (0.5) between the components of the target sample; E stands for the chosen maximum error point. The estimated value m is the clear application of equation (1) When the sample size is not given, the significance level is set at 5% with a confidence level of 95%.
4.3 Data collection
Engineers employed in both the public and private sectors and across various industries make up the research’s target sample. Using equation (3), one can determine the necessary sample size among the 90 engineers N = 90 to complete the task of the entire target sample [18]:
Forms containing 90 questionnaires were sent to guarantee that the necessary sample size (73 samples) was obtained. The ratio (73% from the 90 Dispatcher questionnaires) is represented by the number of (73 questionnaires) timely submitted forms. After revision, 70 questionnaires were utilized in the analysis, representing 81.2% of the 100 dispatcher questions. Three questionnaires were removed because they were improperly filled out, bringing the total to participate to 70 questionnaires. Use the (relative importance index, RII) in accordance with the following equation (4), [18,19] to assess the data:
where n1 is the number of respondents (R) who chose “little effect,” “little effect,” and “very high effect,” and n5 is the number of respondents who chose “very high effect.” These five expressions, in contrast, are defined as follows by equal intervals. (10.0 = little effect (LE), 20.0 = some effect (SE), 40.0 = average effect (AE), 60.0 = high effect (HE), 80.0 = very high effect (VHE), and 100 = very high effect).
4.4 Measuring the consistency of the questionnaire
In this study, the “Factors Affect Groups” questionnaire’s stability is evaluated using the stability coefficient (Cronbach’s alpha) Ca [18,19]. Ca should have a value between 0 and 1, where the closer to one the value, the higher the stability, and vice versa. As shown in Table 4, the Ca value for this section was 0.9, which shows a strong questionnaire’s validity and reliability since Ca must be more than 0.7.
Reliability and validity of factors affect groups
Factors affect group | No. of factors | Reliability* | Validity** |
---|---|---|---|
Political and legal factors | 5 | 0.91 | 0.95 |
Economic and financial factors | 5 | 0.9 | 0.948 |
Consultant factors | 7 | 0.89 | 0.9433 |
Owner factors | 3 | 0.87 | 0.933 |
Contractor factors | 3 | 0.92 | 0.96 |
Total factors affect group | 23 | 0.9 | 0.95 |
*(Cronbach’s Alpha, Ca), ** Validity = √Ca.
5 Results and discussion
In this study, 23 factors influencing the success or failure of investment projects were identified and arranged according to the relative importance index, along with eight factors demonstrating the significance of feasibility studies in construction investment projects. These variables have been divided into five groups and are listed in a single table. These programs were used to find the research’s findings:
According to the participants, questionnaire responses, and frequency data, SPSS version 22 is used to determine the relative importance index and Cronbach’s alpha of effect strength (ranging from 1 to 5) for each factor.
MS Excel 2015 software to apply the equation for calculating the important factor.
5.1 Political and legal factors
The “political and legal group” was divided based on the relative importance index and the rankings of the five factors, as shown in Table 5. With an RII of 88.57%, Table 5 reveals that the respondents ranked “Absence of a clear investment policy and location delivery” as the most crucial factor influencing them in this group. This result comes in first. While this group ranked first, the factor of “Constantly changing labor and raw materials wages” is the component that has the most negligible impact on feasibility studies in this group, with an RII of 71.43%.
Ranking political and legal factors
Political and legal factors | 5 | 4 | 3 | 2 | 1 | No | MR | RII | Rank |
---|---|---|---|---|---|---|---|---|---|
Slow and complicated routine procedures from the concerned government agencies | 35 | 20 | 10 | 4 | 1 | 70 | 4.200 | 84.000 | 3 |
The existence of obstacles and problems in the land allocation and site handover procedures | 36 | 22 | 9 | 2 | 1 | 70 | 4.286 | 85.714 | 2 |
Absence of a clear investment policy and site delivery | 40 | 20 | 10 | 0 | 0 | 70 | 4.429 | 88.571 | 1 |
Constantly changing labor and raw materials wages | 15 | 15 | 35 | 5 | 0 | 70 | 3.571 | 71.429 | 5 |
Chaos and lack of planning | 20 | 17 | 33 | 0 | 0 | 70 | 3.826 | 76.600 | 4 |
Result of political and legal group | Degree of effect | Mean | RII% | Rank | |||||
VHE | 4.06 | 81.25 | 1 |
5.2 Economic and financial factors
Table 6 categorizes the three components under the “economic and financial group” based on their relative relevance indices and rankings. According to Table 6, where the RII rate reached 79.143%, survey respondents evaluated “instability of exchange rates between the local and foreign currency” as the most crucial factor impacting feasibility studies in this group. With an RII of 67.71%, this group ranks fifth for the factor “Failure to accurately forecast all the financial expenses incurred by the project during the construction period,” which is the least significant factor affecting workers’ productivity in this group.
Ranking of economic and financial factors
Economic and financial factors | 5 | 4 | 3 | 2 | 1 | No. R | MR | RII | Rank |
---|---|---|---|---|---|---|---|---|---|
Delay in financing and banking facilities for the project, which encourages investment activity | 18 | 10 | 39 | 3 | 0 | 70 | 3.614 | 72.286 | 2 |
The absence of appropriate and soft financing means that it encourages construction activity | 12 | 15 | 38 | 5 | 0 | 70 | 3.486 | 69.714 | 3 |
Instability of exchange rates between the domestic and foreign currency | 27 | 17 | 22 | 4 | 0 | 70 | 3.957 | 79.143 | 1 |
The inability of these projects to obtain the necessary financing for investment | 17 | 10 | 31 | 12 | 0 | 70 | 3.457 | 69.143 | 4 |
Failure to accurately forecast all the financial expenses incurred by the project during the construction period | 11 | 11 | 42 | 6 | 0 | 70 | 3.386 | 67.714 | 5 |
Result of economic and financial group | Degree of effect | Mean | RII% | Rank | |||||
HE | 3.58 | 71.60 | 4 |
5.3 Consultant factors
As indicated in Table 7, the seven factors’ relative relevance index and rankings were categorized within the “Consultant factor group.” With an RII of 82.3%, the survey respondents ranked “lack of experience and field expertise” as the most crucial variable influencing feasibility studies in this group. In contrast, the least important factor affecting the feasibility study in this group, with an RII of 57.714%, was a “lack of knowledge of the hazards involved with the project.” This team came in second.
Ranking of consultant factors
Consultant factors | 5 | 4 | 3 | 2 | 1 | No. R | MR | RII | Rank |
---|---|---|---|---|---|---|---|---|---|
Failure to accurately meet the scientific and technical requirements of economic feasibility studies | 27 | 19 | 21 | 2 | 1 | 70 | 3.986 | 79.714 | 2 |
Incorrect assessment of project activity data | 25 | 17 | 24 | 3 | 1 | 70 | 3.886 | 77.714 | 3 |
Misunderstanding of project objectives | 15 | 20 | 29 | 4 | 2 | 70 | 3.600 | 72.000 | 6 |
Lack of experience and field knowledge | 25 | 28 | 17 | 0 | 0 | 70 | 4.114 | 82.286 | 1 |
Misunderstanding of the stages and steps of conducting a feasibility study | 27 | 19 | 21 | 2 | 1 | 70 | 3.986 | 79.714 | 2 |
Not understanding the risks associated with the project | 6 | 8 | 35 | 14 | 7 | 70 | 2.886 | 57.714 | 7 |
Misunderstanding in the classification of project costs | 18 | 18 | 30 | 3 | 1 | 70 | 3.700 | 74.000 | 4 |
Result of consultant group | Degree of effect | Mean | RII% | Rank | |||||
HE | 3.737 | 74.74 | 2 |
5.4 Owner factors
According to Table 8, the three criteria are categorized inside the “Owner group” based on their relative relevance indices and rankings. According to respondents, “Lack of a period during the conceptual phase” had the most significant influence on this group’s feasibility study, according to Table 8, with an RII of 77.143%. In contrast, the factor “Failure to decide on the upper management is the component least affecting this group’s feasibility study The influence of the elements classified as (12) was ranked in terms of its impact among all the factors examined. This team came in second.
Ranking of owner factors
Owner factors | 5 | 4 | 3 | 2 | 1 | No. R | MR | RII | Rank |
---|---|---|---|---|---|---|---|---|---|
Lack of local feasibility study database | 15 | 23 | 32 | 0 | 0 | 70 | 3.757 | 75.143 | 2 |
Lack of period during the conceptual stage | 18 | 24 | 28 | 0 | 0 | 70 | 3.857 | 77.143 | 1 |
Failure to decide on the upper management | 12 | 19 | 39 | 0 | 0 | 70 | 3.614 | 72.286 | 3 |
Result of owner group | Degree of effect | Mean | RII% | Rank | |||||
HE | 3.743 | 74.857 | 2 |
5.5 Contractor factors
As indicated in Table 9, the seven factors’ relative relevance index and rankings were categorized within the “Consultant factor group.” With an RII of 72.571%, the survey respondents ranked “The lack of experience and competence of the company and its suitability for the project” as the most crucial variable influencing feasibility studies in this group. In contrast, the least important factor affecting the feasibility study in this group, with an RII of 66.857%, was “The emergence of disputes between the partners in a number of these projects due to the lack of an internal and basic system.” This team came in second.
Ranking of contractor factors
Contractor factors | 5 | 4 | 3 | 2 | 1 | No. R | MR | RII | Rank |
---|---|---|---|---|---|---|---|---|---|
The lack of experience and competence of the company and its suitability | 12 | 20 | 38 | 0 | 0 | 70 | 3.629 | 72.571 | 1 |
Low efficiency of administrative and technical performance of project management | 12 | 17 | 37 | 4 | 0 | 70 | 3.529 | 70.571 | 2 |
The emergence of disputes between the partners in a number of these projects due to the lack of an internal and basic system | 12 | 14 | 30 | 14 | 0 | 70 | 3.343 | 66.857 | 3 |
Result of contractor group | Degree of effect | Mean | RII% | Rank | |||||
HE | 3.5. | 70.00 | 5 |
6 The 10 most influencing factors for a feasibility study (using the fishbone technique)
A cause-and-effect diagram, also known as an Ishikawa diagram or a fishbone diagram, is a visual tool for classifying potential sources of an issue to determine its root causes. The survey results are presented in Table 10 and Figure 1, along with the factors that impact productivity most. The factor that ranked tenth in the ranking was “Misunderstanding in the classification of project costs” and the value of its relative importance index (74.00%). It was discovered that the most influencing factor was the “Absence of a clear investment policy and site delivery” and the value of its relative importance index (86.00%).
The 10 most influential factors in feasibility study
Rank | Factors affect | Degree of effect | RII % | Related group |
---|---|---|---|---|
1 | Absence of a clear investment policy and site delivery | VHE | 86.00 | Political and legal factors |
2 | The existence of obstacles and problems in the land allocation and site handover | VHE | 85.71 | Political and legal factors |
3 | Slow and complicated routine procedures from the concerned government agencies | VHE | 84.00 | Political and legal factors |
4 | Lack of experience and field knowledge | VHE | 82.29 | Consultant factors |
5 | Failure to accurately meet the scientific and technical requirements of economic feasibility | HE | 79.71 | Consultant factors |
6 | Failure to accurately meet the scientific and technical requirements of economic | HE | 79.71 | Consultant factors |
7 | Instability of exchange rates between the domestic | HE | 79.14 | Eco and financial factors |
8 | Lack of period during the conceptual stage | HE | 77.143 | Owner factors |
9 | Lack of local feasibility study database | HE | 75.143 | Consultant factors |
10 | Misunderstanding in the classification of project | HE | 74.00 | Consultant factors |

The ten most influential factors in feasibility study (using a fishbone technique).
7 Classification of groups
The 23 factors identified were categorized into five groups. The order of these groups is related to the relative importance according to the evaluation of the engineers working in the construction sector in Iraq. Figure 2 shows that the most important group affecting the feasibility study in investment projects is the political, legal, economic, material, advisory, owner, and contractor groups.

Relative important for all groups.
8 Conclusions and recommendations
The researcher came to a number of conclusions and made the following recommendations after reviewing the theoretical underpinnings of the study, reviewing the status of investment projects in the province of Najaf, and using the statistical results of the questionnaire to examine 23 factors influencing the success of the feasibility study:
There were (231) stalled projects out of (324) total projects, a rate of (71.30%), which is a high percentage and shows that there were no meaningful feasibility studies conducted before the implementation of investment projects.
It was found from the questionnaire analysis that the most influencing factors on feasibility studies are as follows:
Absence of a clear investment policy and site delivery.
The existence of obstacles and problems in the land allocation and site handover procedures
Slow and complicated routine procedures from the concerned government agencies
Lack of experience and field knowledge
Failure to accurately meet the scientific and technical requirements of economic feasibility studies
Instability of exchange rates between the domestic and foreign currency
Lack of period during the conceptual stage
A lack of a local database for feasibility studies and incorrect project cost classification.
Furthermore, the 23 factors considered in the study were divided into five groups, which were ranked according to their relative importance index:
Based on the results of this study, the following actions are recommended:
Government agencies and the Investment Authority must spread and raise awareness among investors of the importance and usefulness of feasibility studies at the level of projects and the overall national economy.
Dealing with stalled projects by a committee formed by government departments, the central government, and the Investment Authority to solve problems related to and causing stalled projects.
Determine the powers between the Investment Authority and all other bodies and departments of the state to ensure noninterference in the powers and speed up the granting of licenses.
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Funding information: The authors state no funding involved.
-
Conflict of interest: The authors state no conflict of interest.
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Data availability statement: Most datasets generated and analyzed in this study are in this submitted manuscript. The other datasets are available on reasonable request from the corresponding author with the attached information.
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- Daily load curve prediction for Jordan based on statistical techniques
- Review Articles
- A review of rutting in asphalt concrete pavement
- Powered education based on Metaverse: Pre- and post-COVID comprehensive review
- A review of safety test methods for new car assessment program in Southeast Asian countries
- Communication
- StarCrete: A starch-based biocomposite for off-world construction
- Special Issue: Transport 2022 - Part I
- Analysis and assessment of the human factor as a cause of occurrence of selected railway accidents and incidents
- Testing the way of driving a vehicle in real road conditions
- Research of dynamic phenomena in a model engine stand
- Testing the relationship between the technical condition of motorcycle shock absorbers determined on the diagnostic line and their characteristics
- Retrospective analysis of the data concerning inspections of vehicles with adaptive devices
- Analysis of the operating parameters of electric, hybrid, and conventional vehicles on different types of roads
- Special Issue: 49th KKBN - Part II
- Influence of a thin dielectric layer on resonance frequencies of square SRR metasurface operating in THz band
- Influence of the presence of a nitrided layer on changes in the ultrasonic wave parameters
- Special Issue: ICRTEEC - 2021 - Part III
- Reverse droop control strategy with virtual resistance for low-voltage microgrid with multiple distributed generation sources
- Special Issue: AESMT-2 - Part II
- Waste ceramic as partial replacement for sand in integral waterproof concrete: The durability against sulfate attack of certain properties
- Assessment of Manning coefficient for Dujila Canal, Wasit/-Iraq
- Special Issue: AESMT-3 - Part I
- Modulation and performance of synchronous demodulation for speech signal detection and dialect intelligibility
- Seismic evaluation cylindrical concrete shells
- Investigating the role of different stabilizers of PVCs by using a torque rheometer
- Investigation of high-turbidity tap water problem in Najaf governorate/middle of Iraq
- Experimental and numerical evaluation of tire rubber powder effectiveness for reducing seepage rate in earth dams
- Enhancement of air conditioning system using direct evaporative cooling: Experimental and theoretical investigation
- Assessment for behavior of axially loaded reinforced concrete columns strengthened by different patterns of steel-framed jacket
- Novel graph for an appropriate cross section and length for cantilever RC beams
- Discharge coefficient and energy dissipation on stepped weir
- Numerical study of the fluid flow and heat transfer in a finned heat sink using Ansys Icepak
- Integration of numerical models to simulate 2D hydrodynamic/water quality model of contaminant concentration in Shatt Al-Arab River with WRDB calibration tools
- Study of the behavior of reactive powder concrete RC deep beams by strengthening shear using near-surface mounted CFRP bars
- The nonlinear analysis of reactive powder concrete effectiveness in shear for reinforced concrete deep beams
- Activated carbon from sugarcane as an efficient adsorbent for phenol from petroleum refinery wastewater: Equilibrium, kinetic, and thermodynamic study
- Structural behavior of concrete filled double-skin PVC tubular columns confined by plain PVC sockets
- Probabilistic derivation of droplet velocity using quadrature method of moments
- A study of characteristics of man-made lightweight aggregate and lightweight concrete made from expanded polystyrene (eps) and cement mortar
- Effect of waste materials on soil properties
- Experimental investigation of electrode wear assessment in the EDM process using image processing technique
- Punching shear of reinforced concrete slabs bonded with reactive powder after exposure to fire
- Deep learning model for intrusion detection system utilizing convolution neural network
- Improvement of CBR of gypsum subgrade soil by cement kiln dust and granulated blast-furnace slag
- Investigation of effect lengths and angles of the control devices below the hydraulic structure
- Finite element analysis for built-up steel beam with extended plate connected by bolts
- Finite element analysis and retrofit of the existing reinforced concrete columns in Iraqi schools by using CFRP as confining technique
- Performing laboratory study of the behavior of reactive powder concrete on the shear of RC deep beams by the drilling core test
- Special Issue: AESMT-4 - Part I
- Depletion zones of groundwater resources in the Southwest Desert of Iraq
- A case study of T-beams with hybrid section shear characteristics of reactive powder concrete
- Feasibility studies and their effects on the success or failure of investment projects. “Najaf governorate as a model”
- Optimizing and coordinating the location of raw material suitable for cement manufacturing in Wasit Governorate, Iraq
- Effect of the 40-PPI copper foam layer height on the solar cooker performance
- Identification and investigation of corrosion behavior of electroless composite coating on steel substrate
- Improvement in the California bearing ratio of subbase soil by recycled asphalt pavement and cement
- Some properties of thermal insulating cement mortar using Ponza aggregate
- Assessment of the impacts of land use/land cover change on water resources in the Diyala River, Iraq
- Effect of varied waste concrete ratios on the mechanical properties of polymer concrete
- Effect of adverse slope on performance of USBR II stilling basin
- Shear capacity of reinforced concrete beams with recycled steel fibers
- Extracting oil from oil shale using internal distillation (in situ retorting)
- Influence of recycling waste hardened mortar and ceramic rubbish on the properties of flowable fill material
- Rehabilitation of reinforced concrete deep beams by near-surface-mounted steel reinforcement
- Impact of waste materials (glass powder and silica fume) on features of high-strength concrete
- Studying pandemic effects and mitigation measures on management of construction projects: Najaf City as a case study
- Design and implementation of a frequency reconfigurable antenna using PIN switch for sub-6 GHz applications
- Average monthly recharge, surface runoff, and actual evapotranspiration estimation using WetSpass-M model in Low Folded Zone, Iraq
- Simple function to find base pressure under triangular and trapezoidal footing with two eccentric loads
- Assessment of ALINEA method performance at different loop detector locations using field data and micro-simulation modeling via AIMSUN
- Special Issue: AESMT-5 - Part I
- Experimental and theoretical investigation of the structural behavior of reinforced glulam wooden members by NSM steel bars and shear reinforcement CFRP sheet
- Improving the fatigue life of composite by using multiwall carbon nanotubes
- A comparative study to solve fractional initial value problems in discrete domain
- Assessing strength properties of stabilized soils using dynamic cone penetrometer test
- Investigating traffic characteristics for merging sections in Iraq
- Enhancement of flexural behavior of hybrid flat slab by using SIFCON
- The main impacts of a managed aquifer recharge using AHP-weighted overlay analysis based on GIS in the eastern Wasit province, Iraq
Articles in the same Issue
- Regular Articles
- Design optimization of a 4-bar exoskeleton with natural trajectories using unique gait-based synthesis approach
- Technical review of supervised machine learning studies and potential implementation to identify herbal plant dataset
- Effect of ECAP die angle and route type on the experimental evolution, crystallographic texture, and mechanical properties of pure magnesium
- Design and characteristics of two-dimensional piezoelectric nanogenerators
- Hybrid and cognitive digital twins for the process industry
- Discharge predicted in compound channels using adaptive neuro-fuzzy inference system (ANFIS)
- Human factors in aviation: Fatigue management in ramp workers
- LLDPE matrix with LDPE and UV stabilizer additive to evaluate the interface adhesion impact on the thermal and mechanical degradation
- Dislocated time sequences – deep neural network for broken bearing diagnosis
- Estimation method of corrosion current density of RC elements
- A computational iterative design method for bend-twist deformation in composite ship propeller blades for thrusters
- Compressive forces influence on the vibrations of double beams
- Research on dynamical properties of a three-wheeled electric vehicle from the point of view of driving safety
- Risk management based on the best value approach and its application in conditions of the Czech Republic
- Effect of openings on simply supported reinforced concrete skew slabs using finite element method
- Experimental and simulation study on a rooftop vertical-axis wind turbine
- Rehabilitation of overload-damaged reinforced concrete columns using ultra-high-performance fiber-reinforced concrete
- Performance of a horizontal well in a bounded anisotropic reservoir: Part II: Performance analysis of well length and reservoir geometry
- Effect of chloride concentration on the corrosion resistance of pure Zn metal in a 0.0626 M H2SO4 solution
- Numerical and experimental analysis of the heat transfer process in a railway disc brake tested on a dynamometer stand
- Design parameters and mechanical efficiency of jet wind turbine under high wind speed conditions
- Architectural modeling of data warehouse and analytic business intelligence for Bedstead manufacturers
- Influence of nano chromium addition on the corrosion and erosion–corrosion behavior of cupronickel 70/30 alloy in seawater
- Evaluating hydraulic parameters in clays based on in situ tests
- Optimization of railway entry and exit transition curves
- Daily load curve prediction for Jordan based on statistical techniques
- Review Articles
- A review of rutting in asphalt concrete pavement
- Powered education based on Metaverse: Pre- and post-COVID comprehensive review
- A review of safety test methods for new car assessment program in Southeast Asian countries
- Communication
- StarCrete: A starch-based biocomposite for off-world construction
- Special Issue: Transport 2022 - Part I
- Analysis and assessment of the human factor as a cause of occurrence of selected railway accidents and incidents
- Testing the way of driving a vehicle in real road conditions
- Research of dynamic phenomena in a model engine stand
- Testing the relationship between the technical condition of motorcycle shock absorbers determined on the diagnostic line and their characteristics
- Retrospective analysis of the data concerning inspections of vehicles with adaptive devices
- Analysis of the operating parameters of electric, hybrid, and conventional vehicles on different types of roads
- Special Issue: 49th KKBN - Part II
- Influence of a thin dielectric layer on resonance frequencies of square SRR metasurface operating in THz band
- Influence of the presence of a nitrided layer on changes in the ultrasonic wave parameters
- Special Issue: ICRTEEC - 2021 - Part III
- Reverse droop control strategy with virtual resistance for low-voltage microgrid with multiple distributed generation sources
- Special Issue: AESMT-2 - Part II
- Waste ceramic as partial replacement for sand in integral waterproof concrete: The durability against sulfate attack of certain properties
- Assessment of Manning coefficient for Dujila Canal, Wasit/-Iraq
- Special Issue: AESMT-3 - Part I
- Modulation and performance of synchronous demodulation for speech signal detection and dialect intelligibility
- Seismic evaluation cylindrical concrete shells
- Investigating the role of different stabilizers of PVCs by using a torque rheometer
- Investigation of high-turbidity tap water problem in Najaf governorate/middle of Iraq
- Experimental and numerical evaluation of tire rubber powder effectiveness for reducing seepage rate in earth dams
- Enhancement of air conditioning system using direct evaporative cooling: Experimental and theoretical investigation
- Assessment for behavior of axially loaded reinforced concrete columns strengthened by different patterns of steel-framed jacket
- Novel graph for an appropriate cross section and length for cantilever RC beams
- Discharge coefficient and energy dissipation on stepped weir
- Numerical study of the fluid flow and heat transfer in a finned heat sink using Ansys Icepak
- Integration of numerical models to simulate 2D hydrodynamic/water quality model of contaminant concentration in Shatt Al-Arab River with WRDB calibration tools
- Study of the behavior of reactive powder concrete RC deep beams by strengthening shear using near-surface mounted CFRP bars
- The nonlinear analysis of reactive powder concrete effectiveness in shear for reinforced concrete deep beams
- Activated carbon from sugarcane as an efficient adsorbent for phenol from petroleum refinery wastewater: Equilibrium, kinetic, and thermodynamic study
- Structural behavior of concrete filled double-skin PVC tubular columns confined by plain PVC sockets
- Probabilistic derivation of droplet velocity using quadrature method of moments
- A study of characteristics of man-made lightweight aggregate and lightweight concrete made from expanded polystyrene (eps) and cement mortar
- Effect of waste materials on soil properties
- Experimental investigation of electrode wear assessment in the EDM process using image processing technique
- Punching shear of reinforced concrete slabs bonded with reactive powder after exposure to fire
- Deep learning model for intrusion detection system utilizing convolution neural network
- Improvement of CBR of gypsum subgrade soil by cement kiln dust and granulated blast-furnace slag
- Investigation of effect lengths and angles of the control devices below the hydraulic structure
- Finite element analysis for built-up steel beam with extended plate connected by bolts
- Finite element analysis and retrofit of the existing reinforced concrete columns in Iraqi schools by using CFRP as confining technique
- Performing laboratory study of the behavior of reactive powder concrete on the shear of RC deep beams by the drilling core test
- Special Issue: AESMT-4 - Part I
- Depletion zones of groundwater resources in the Southwest Desert of Iraq
- A case study of T-beams with hybrid section shear characteristics of reactive powder concrete
- Feasibility studies and their effects on the success or failure of investment projects. “Najaf governorate as a model”
- Optimizing and coordinating the location of raw material suitable for cement manufacturing in Wasit Governorate, Iraq
- Effect of the 40-PPI copper foam layer height on the solar cooker performance
- Identification and investigation of corrosion behavior of electroless composite coating on steel substrate
- Improvement in the California bearing ratio of subbase soil by recycled asphalt pavement and cement
- Some properties of thermal insulating cement mortar using Ponza aggregate
- Assessment of the impacts of land use/land cover change on water resources in the Diyala River, Iraq
- Effect of varied waste concrete ratios on the mechanical properties of polymer concrete
- Effect of adverse slope on performance of USBR II stilling basin
- Shear capacity of reinforced concrete beams with recycled steel fibers
- Extracting oil from oil shale using internal distillation (in situ retorting)
- Influence of recycling waste hardened mortar and ceramic rubbish on the properties of flowable fill material
- Rehabilitation of reinforced concrete deep beams by near-surface-mounted steel reinforcement
- Impact of waste materials (glass powder and silica fume) on features of high-strength concrete
- Studying pandemic effects and mitigation measures on management of construction projects: Najaf City as a case study
- Design and implementation of a frequency reconfigurable antenna using PIN switch for sub-6 GHz applications
- Average monthly recharge, surface runoff, and actual evapotranspiration estimation using WetSpass-M model in Low Folded Zone, Iraq
- Simple function to find base pressure under triangular and trapezoidal footing with two eccentric loads
- Assessment of ALINEA method performance at different loop detector locations using field data and micro-simulation modeling via AIMSUN
- Special Issue: AESMT-5 - Part I
- Experimental and theoretical investigation of the structural behavior of reinforced glulam wooden members by NSM steel bars and shear reinforcement CFRP sheet
- Improving the fatigue life of composite by using multiwall carbon nanotubes
- A comparative study to solve fractional initial value problems in discrete domain
- Assessing strength properties of stabilized soils using dynamic cone penetrometer test
- Investigating traffic characteristics for merging sections in Iraq
- Enhancement of flexural behavior of hybrid flat slab by using SIFCON
- The main impacts of a managed aquifer recharge using AHP-weighted overlay analysis based on GIS in the eastern Wasit province, Iraq