Submitted:
05 March 2025
Posted:
07 March 2025
You are already at the latest version
Abstract
The construction industry is experiencing a sweeping transformation as innovative technologies revolutionize project management, enhancing efficiency, sustainability, and safety. This study examines the integration and impact of these technologies in Chad’s construction sector, leveraging data from 79 industry participants. The research demonstrated strong reliability and validity using exploratory factor analysis, with a KMO value exceeding 0.75, statistical significance below 0.001, and a Cronbach’s Alpha above 0.8. The analysis, supported by Promax rotation, identified 15 significant factors, providing a deeper understanding of how tools like Building Information Modeling (BIM), Artificial Intelligence (AI), Internet of Things (IoT), and Digital Twin technology are reshaping construction processes. These advancements facilitate improved design accuracy, real-time decision-making, and reduced material waste while aligning with global sustainability goals such as the United Nations' SDGs. Adopting these technologies presents a crucial opportunity for Chad to modernize its construction industry and address challenges like resource inefficiency and environmental sustainability. However, significant barriers, including high implementation costs, restricted access to advanced tools, and a shortage of skilled professionals, hinder broader adoption. Overcoming these obstacles will require strategic investments in education, infrastructure, and supportive policies. By fully embracing innovation, Chad can develop a more resilient and sustainable construction sector, contributing to national growth and aligning with international sustainability efforts.
Keywords:
1. Introduction
1.1. Integrating Innovative Technologies
1.2. Smart Technologies for Sustainable Construction
1.3. Challenges and Best Practices for Adopting New Technologies
1.4. The Role of Innovative Technologies in Modern Construction Project Management
1.5. Barriers to Innovative Technologies Integration
1.6. Sustainable Construction Project Management through Innovative Technologies
1.7. Objective of the study
2. Materials and Methods
2.1. Research Design

2.2. Population and Sampling Techniques
2.3. Survey Design and Data Analysis
3. Results
3.1. Participant Sociodemographic
3.2. Factor Analysis
3.2.1. Key Themes
- ○
- Integration of Innovative Technologies (IIT)
- ○
- Sustainability in Construction (SC)
- ○
- Challenges and Solutions (CS)
- ○
- Correlation with Project Success (CPS)
- ○
- Decision-Making Factors (DMF)
- ○
- Evaluation of Project Management Software (EPMS)
- ○
- Safety and Risk Management Improvement (SRMI)
- ○
- Environmental and Social Impact Assessment (ESIA)
- ○
- Forecasting Emerging Technologies (FET)
Reliability and Internal Consistency of the Dataset
Key Topics Analysis
3.2.1.2.1. Total Variance Explained
3.2.1.2.2. KMO, Pattern Matrix, and Cronbach’s Alpha of the three first factors
3.2.2. Sustainable Development Goals
KMO, Pattern Matrix, and Cronbach’s Alpha of the Two Last Factors
4. Discussion
4.1. Technological Advancements in Construction Project Management
4.2. Sustainability in Construction and the Role of Innovative Technologies
4.3. Challenges and Solutions in Technology Integration
4.5. The Correlation Between Technology and Project Success
4.6. Project Management Software and Its Role in Technological Integration
4.7. Safety and Risk Management Improvements
4.8. Environmental and Social Impact Assessments
4.9. The Future of Construction: Emerging Technologies
4.10. Smart Infrastructure and Sustainable Urbanization
5. Conclusions
Author Contributions
Funding
Conflicts of Interest
References
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| Section | Topic | Number of Statements |
|---|---|---|
| Key Topics | ||
| 1 | Integration of Innovative Technologies (IIT) | 7 |
| 2 | Sustainability in Construction (SC) | 6 |
| 3 | Challenges and Solutions (CS) | 7 |
| 4 | Correlation with Project Success (CPS) | 7 |
| 5 | Decision-Making Factors (DMF) | 7 |
| 6 | Evaluation of Project Management Software (EPMS) | 7 |
| 7 | Safety and Risk Management Improvement (SRMI) | 7 |
| 8 | Environmental and Social Impact Assessment (ESIA) | 7 |
| 9 | Forecasting Emerging Technologies (FET) | 7 |
| SDG Themes | ||
| 10 | Infrastructure Development and Innovation (IDI) | 5 |
| 11 | Sustainable Urbanization and Habitat Development (SUHD) | 5 |
| 12 | Resource Efficiency and Sustainable Practices (RESP) | 5 |
| 13 | Environmental Conservation and Climate Action (ECCA) | 5 |
| 14 | Social Equity and Economic Development (SEED) | 5 |
| 15 | Governance and Institutional Support (GIS) | 5 |
| Category | Codes & Groups | Percentage (%) |
|---|---|---|
| Gender | Male (1) / Female (2) | 85 / 15 |
| Age Group | 18–25 (1) / 26–33 (2) / 34–41 (3) / 42–49 (4) / 50+ (5) | 0 / 39 / 52 / 9 / 0 |
| Education Level | Architect (1) / Engineer (2) / Construction Manager (3) / Surveyor (4) / Other (5) | 4 / 81 / 5 / - / 10 |
| Role in Construction | Architect (1) / Project Manager (2) / Construction Engineer (3) / Sustainability Expert (4) / Other (5) | 1 / 22 / 56 / 6 / 15 |
| Years of Experience | <1 year (1) / 1–5 years (2) / 6–10 years (3) / 11–15 years (4) / 15+ years (5) | 10 / 15 / 53 / 16 / 5 |
| Company Size | Small (1) / Medium (2) / Large (3) / Very Large (4) / Other (5) | 48 / 24 / 9 / 10 / 9 |
| KMO and Bartlett's Test | ||
|---|---|---|
| Kaiser-Meyer-Olkin Measure of Sampling Adequacy. | .810 | |
| Bartlett's Test of Sphericity | Approx. Chi-Square | 5755.040 |
| df | 1891 | |
| Sig. | <.001 | |
| Total Variance Explained | |||||||
|---|---|---|---|---|---|---|---|
| Factor | Initial Eigenvalues | Extraction Sums of Squared Loadings | Rotation Sums of Squared Loadings | ||||
| Total | % of Variance | Cumulative % | Total | % of Variance | Cumulative % | Total | |
| 1 | 9.261 | 57.881 | 57.881 | 8.952 | 55.948 | 55.948 | 8.110 |
| 2 | 1.315 | 8.219 | 66.100 | 1.025 | 6.404 | 62.352 | 7.260 |
| 3 | 1.203 | 7.521 | 73.622 | .891 | 5.568 | 67.920 | 5.161 |
| 4 | .681 | 4.255 | 77.877 | ||||
| 5 | .634 | 3.964 | 81.841 | ||||
| 6 | .517 | 3.231 | 85.072 | ||||
| 7 | .435 | 2.719 | 87.792 | ||||
| 8 | .362 | 2.265 | 90.056 | ||||
| 9 | .342 | 2.136 | 92.192 | ||||
| 10 | .288 | 1.797 | 93.989 | ||||
| 11 | .229 | 1.432 | 95.421 | ||||
| 12 | .196 | 1.223 | 96.644 | ||||
| 13 | .172 | 1.074 | 97.719 | ||||
| 14 | .164 | 1.028 | 98.747 | ||||
| 15 | .120 | .749 | 99.495 | ||||
| 16 | .081 | .505 | 100.000 | ||||
| Extraction Method: Principal Axis Factoring. | |||||||
| a. When factors are correlated, sums of squared loadings cannot be added to obtain a total variance. | |||||||
| Total Variance Explained | |||||||
|---|---|---|---|---|---|---|---|
| Factor | Initial Eigenvalues | Extraction Sums of Squared Loadings | Rotation Sums of Squared Loadings | ||||
| Total | % of Variance | Cumulative % | Total | % of Variance | Cumulative % | Total | |
| 1 | 9.571 | 56.298 | 56.298 | 9.239 | 54.345 | 54.345 | 7.788 |
| 2 | 1.520 | 8.943 | 65.240 | 1.152 | 6.775 | 61.121 | 6.972 |
| 3 | 1.005 | 5.911 | 71.151 | .723 | 4.252 | 65.372 | 7.657 |
| 4 | .757 | 4.456 | 75.607 | ||||
| 5 | .697 | 4.100 | 79.707 | ||||
| 6 | .597 | 3.514 | 83.221 | ||||
| 7 | .467 | 2.745 | 85.965 | ||||
| 8 | .403 | 2.370 | 88.335 | ||||
| 9 | .383 | 2.256 | 90.591 | ||||
| 10 | .320 | 1.881 | 92.472 | ||||
| 11 | .283 | 1.664 | 94.136 | ||||
| 12 | .225 | 1.321 | 95.457 | ||||
| 13 | .205 | 1.209 | 96.665 | ||||
| 14 | .177 | 1.044 | 97.709 | ||||
| 15 | .175 | 1.032 | 98.741 | ||||
| 16 | .126 | .744 | 99.485 | ||||
| 17 | .088 | .515 | 100.000 | ||||
| Extraction Method: Principal Axis Factoring. | |||||||
| a. When factors are correlated, sums of squared loadings cannot be added to obtain a total variance. | |||||||
| Total Variance Explained | |||||||
|---|---|---|---|---|---|---|---|
| Factor | Initial Eigenvalues | Extraction Sums of Squared Loadings | Rotation Sums of Squared Loadings | ||||
| Total | % of Variance | Cumulative % | Total | % of Variance | Cumulative % | Total | |
| 1 | 8.393 | 64.562 | 64.562 | 8.097 | 62.287 | 62.287 | 7.134 |
| 2 | .809 | 6.220 | 70.782 | .501 | 3.850 | 66.137 | 6.596 |
| 3 | .678 | 5.216 | 75.999 | .371 | 2.852 | 68.989 | 6.504 |
| 4 | .618 | 4.753 | 80.751 | ||||
| 5 | .520 | 4.000 | 84.751 | ||||
| 6 | .392 | 3.014 | 87.765 | ||||
| 7 | .375 | 2.887 | 90.651 | ||||
| 8 | .298 | 2.295 | 92.947 | ||||
| 9 | .231 | 1.776 | 94.722 | ||||
| 10 | .204 | 1.567 | 96.289 | ||||
| 11 | .194 | 1.492 | 97.781 | ||||
| 12 | .163 | 1.251 | 99.032 | ||||
| 13 | .126 | .968 | 100.000 | ||||
| Extraction Method: Principal Axis Factoring. | |||||||
| a. When factors are correlated, sums of squared loadings cannot be added to obtain a total variance. | |||||||
| Item | KMO | Factor | Cronbach’s Alpha | ||
|---|---|---|---|---|---|
| 1 | 2 | 3 | |||
| DMF4 | .893 | .925 | .939 | ||
| DMF5 | .873 | ||||
| DMF1 | .755 | ||||
| DMF2 | .744 | ||||
| DMF6 | .736 | ||||
| DMF3 | .699 | ||||
| DMF7 | .670 | ||||
| FET7 | .619 | ||||
| ESIA2 | .938 | .906 | |||
| ESIA1 | .876 | ||||
| ESIA3 | .662 | ||||
| ESIA7 | .657 | ||||
| ESIA4 | .640 | ||||
| FET1 | .818 | ||||
| FET6 | .956 | ||||
| FET4 | .759 | ||||
| Item | KMO | Factor | Cronbach’s Alpha | ||
|---|---|---|---|---|---|
| 1 | 2 | 3 | |||
| SRMI5 | .912 | .985 | .926 | ||
| SRMI2 | .969 | ||||
| SRMI6 | .816 | ||||
| SRMI4 | .549 | ||||
| SRMI3 | .515 | ||||
| EPMS6 | |||||
| IIT5 | .800 | .878 | |||
| IIT3 | .784 | ||||
| IIT2 | .776 | ||||
| IIT7 | .638 | ||||
| IIT6 | .630 | ||||
| IIT1 | .514 | ||||
| EPMS4 | .910 | .847 | |||
| EPMS5 | .814 | ||||
| Item | KMO | Factor | Cronbach’s Alpha | ||
|---|---|---|---|---|---|
| 1 | 2 | 3 | |||
| CPS6 | .931 | .791 | .920 | ||
| CPS2 | .786 | ||||
| CPS5 | .694 | ||||
| CPS1 | .691 | ||||
| CPS3 | .591 | ||||
| CS3 | .803 | .887 | |||
| CS4 | .610 | ||||
| CS6 | |||||
| CS5 | |||||
| CS7 | |||||
| SC5 | .865 | .887 | |||
| SC6 | .716 | ||||
| SC3 | .569 | ||||
| Total Variance Explained | |||||||
|---|---|---|---|---|---|---|---|
| Factor | Initial Eigenvalues | Extraction Sums of Squared Loadings | Rotation Sums of Squared Loadings | ||||
| Total | % of Variance | Cumulative % | Total | % of Variance | Cumulative % | Total | |
| 1 | 8.388 | 64.523 | 64.523 | 8.110 | 62.383 | 62.383 | 7.167 |
| 2 | 1.101 | 8.467 | 72.989 | .842 | 6.476 | 68.859 | 6.150 |
| 3 | .646 | 4.971 | 77.960 | .380 | 2.923 | 71.782 | 6.406 |
| 4 | .547 | 4.207 | 82.167 | ||||
| 5 | .475 | 3.651 | 85.818 | ||||
| 6 | .447 | 3.436 | 89.254 | ||||
| 7 | .298 | 2.290 | 91.544 | ||||
| 8 | .291 | 2.239 | 93.783 | ||||
| 9 | .253 | 1.946 | 95.729 | ||||
| 10 | .189 | 1.456 | 97.185 | ||||
| 11 | .143 | 1.099 | 98.284 | ||||
| 12 | .128 | .982 | 99.266 | ||||
| 13 | .095 | .734 | 100.000 | ||||
| Extraction Method: Principal Axis Factoring. | |||||||
| a. When factors are correlated, sums of squared loadings cannot be added to obtain a total variance. | |||||||
| Total Variance Explained | |||||||
|---|---|---|---|---|---|---|---|
| Factor | Initial Eigenvalues | Extraction Sums of Squared Loadings | Rotation Sums of Squared Loadings | ||||
| Total | % of Variance | Cumulative % | Total | % of Variance | Cumulative % | Total | |
| 1 | 6.322 | 63.225 | 63.225 | 6.069 | 60.694 | 60.694 | 4.787 |
| 2 | 1.058 | 10.580 | 73.805 | .836 | 8.359 | 69.053 | 4.829 |
| 3 | .743 | 7.425 | 81.230 | .379 | 3.790 | 72.843 | 4.944 |
| 4 | .502 | 5.016 | 86.246 | ||||
| 5 | .379 | 3.785 | 90.031 | ||||
| 6 | .297 | 2.966 | 92.998 | ||||
| 7 | .270 | 2.695 | 95.693 | ||||
| 8 | .181 | 1.811 | 97.504 | ||||
| 9 | .130 | 1.296 | 98.800 | ||||
| 10 | .120 | 1.200 | 100.000 | ||||
| Extraction Method: Principal Axis Factoring. | |||||||
| a. When factors are correlated, sums of squared loadings cannot be added to obtain a total variance. | |||||||
| Item | KMO | Factor | Cronbach’s Alpha | ||
|---|---|---|---|---|---|
| 1 | 2 | 3 | |||
| RESP1 | .901 | .877 | .920 | ||
| RESP3 | .828 | ||||
| RESP2 | .749 | ||||
| RESP4 | .655 | ||||
| RESP5 | .640 | ||||
| IDI2 | .954 | .887 | |||
| IDI1 | .863 | ||||
| IDI4 | .552 | ||||
| IDI3 | |||||
| ECCA2 | .785 | .895 | |||
| ECCA3 | .627 | ||||
| IDI5 | .550 | ||||
| ECCA1 | |||||
| Item | KMO | Factor | Cronbach’s Alpha | ||
|---|---|---|---|---|---|
| 1 | 2 | 3 | |||
| SUHD3 | .883 | .944 | .907 | ||
| SUHD5 | .778 | ||||
| SUHD4 | .667 | ||||
| SUHD1 | .653 | ||||
| GIS1 | .937 | .888 | |||
| GIS2 | .697 | ||||
| SEED3 | .770 | .866 | |||
| SEED5 | .688 | ||||
| SEED1 | .557 | ||||
| GIS3 | |||||
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