Influence of the Construction Risks on the Cost and Duration of a Project
Abstract
:1. Introduction
2. Literature Review
3. Methods
3.1. Data Sourcing
- Planning
- Pre-project stage
- Project stage
- Academic degree or academic qualification.
- Participation in international scientific and technical cooperation.
- At least 10 years of professional experience.
- Member of NOPRIZ (National Association of Designers and Surveyors) and (or) NOSTROY (National Association of Builders).
3.2. Mathematical Model of Data Analysis
- Fuzzy set theory, fuzzy logic.
- Dempster-Schafer theory (DS).
- Fuzzificator
- Risk matrix
- Fuzzy inference mechanism
- Defuzzificator
- Centroid Average (CA)
- Center of Gravity (COG)
- Maximum Center Average (MCA)
- Medium of the Maximum (MOM)
- Smallest of the Maximum (SOM)
- Largest of the Maximum (LOM)
- Z—defuzzified result.
- x—output variable.
- μi (x)—aggregated membership function.
- m(A)—degree of reliability.
- maxF = max{fj| j ∈ [1, n]};
- minF = min{fj| j ∈ [1, n]};
- n—number of factors
4. Result and Discussion
- Twenty most hazardous risk factors categorized as “Significant” were identified.
- A high level of increase in duration and costs was observed at the design stage.
- The indicators of increase in the value at each stage of the project life cycle were determined; the amount of damage caused by the factors is ≈$1.5 mln.
- The indicators of increase in duration at each stage of the project life cycle were determined; increase in duration is ≈7 months.
5. Discussion
6. Conclusions
- The mathematical model based on the fuzzy set theory with 25 programmable rules identified critical project factors and shows a small deviation from the Dempster-Schafer theory.
- The most hazardous risk factors with the influence on the life cycle of the project, affecting the parameters of the duration and cost of the project, were identified and ranked. There are 31.25% of them in the life cycle. All factors should have an identification number to track them. This data will help to predict the consequences in a timely manner and take measures to eliminate them.
- Particular attention should be paid to the design phase, as the highest concentration of risk factors is observed in this category, i.e., 65.63%.
- Analysis of the data showed that under the influence of critical risk factors on the project, the cost of the project grows by 1.5 million dollars, and the duration increases by 7 months.
Supplementary Materials
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
References
- Kevesh, A.L. Construction in Russia. Stat. Sat./Rosstat M 2018, 56–60. [Google Scholar]
- Asaul, A.N. Risks in the Activity of a Construction Organization; Economic Problems and Organizational Solutions to Improve Investment and Construction Activities: A Collection of Scientific Papers; State Architecture Builds University: Saint Petersburg, Russia, 2004; Volume 2, pp. 8–12. [Google Scholar]
- Allahi, F.; Cassettari, L.; Mosca, M. Stochastic Risk Analysis and Cost Contingency Allocation Approac for Construction Projects Applying Monte Carlo Simulation. In Proceedings of the World Congress on Engineering, London, UK, 5–7 July 2017; Volume I, pp. 385–391. [Google Scholar]
- Renuka, S.; Kamal, S.; Umarani, C. A model to estimate the time overrun risk in construction projects. Empir. Res. Urban Manag. 2017, 12, 64–76. [Google Scholar]
- Islam, M.S.; Nepal, M.P.; Skitmore, M.; Drogemuller, R. Risk induced contingency cost modeling for power plant projects. Autom. Constr. 2021, 123, 103519. [Google Scholar] [CrossRef]
- Assaf, S.A.; Al-Hejji, S. Causes of delay in large construction projects. Int. J. Proj. Manag. 2006, 24, 349–357. [Google Scholar] [CrossRef]
- Andersson, R.; Kövecses, S.; Bargalló, E.; Nordt, A. Challenges in Technical Risk Management for High-Power Accelerators. J. Phys. Conf. Ser. 2018, 1021, 012003. [Google Scholar] [CrossRef]
- Ishin, A.V. Obligatory certification of specialists of companies-a guarantee of safety and quality of their work. Technol. Organ. Constr. Prod. 2013, 3, 23–24. [Google Scholar]
- Lapidus, A.A. The impact of modern and organizational measures on the achievement of the planned results of construction projects. Technol. Organ. Constr. Prod. 2013, 2, 1. [Google Scholar]
- Sarkar, D.; Panchal, S. Integrated interpretive structural modeling and fuzzy approach for project risk management of ports. Int. J. Constr. Proj. Manag. 2015, 1, 17–31. [Google Scholar]
- Lapidus, A.A.; Safaryan, G.B. Quantitative analysis of risk modeling of production and logistics processes in construction. Technol. Organ. Constr. Prod. 2017, 3, 4. [Google Scholar]
- Lapidus, A.A.; Chapidze, O.D. Factors and sources of risk in housing consruction. Constr. Prod. 2020, 3, 2–9. [Google Scholar]
- Kozień, E. Assessment of technical risk in maintenance and improvement of a manufacturing process. Open Eng. 2020, 10, 658–664. [Google Scholar] [CrossRef]
- Darko, A.; Chan, A.P.; Yang, Y.; Tetteh, M.O. Building information modeling (BIM)-based modular integrated construction risk management—Critical survey and future needs. Comput. Ind. 2020, 123, 103327. [Google Scholar] [CrossRef]
- Renuka, S.M.; Umarani, C.; Kamal, S. A Review on Critical Risk Factors in the Life Cycle of Construction Projects. J. Civ. Eng. Res. 2014, 4, 31–36. [Google Scholar] [CrossRef]
- Zhao, Z.Y.; Lv, Q.L.; Zuo, J.; Zillante, G. Prediction System for Change Management in Construction Project. J. Constr. Eng. Manag. 2010, 136, 659–669. [Google Scholar] [CrossRef]
- Yazdani-Chamzini, A. Proposing a new methodology based on fuzzy logic for tunnelling risk assessment. J. Civ. Eng. Manag. 2014, 20, 82–94. [Google Scholar] [CrossRef]
- Elfahham, Y. Estimation and Prediction of Construction Cost Index Using Neural Net-works, Time Series, and Regression. Alex. Eng. J. 2019, 58, 499–506. [Google Scholar] [CrossRef]
- Guan, L.; Liu, Q.; Abbasi, A.; Ryan, M.J. Developing a comprehensive risk assessment model based on fuzzy bayesian belief network (fbbn). J. Civ. Eng. Manag. 2020, 26, 614–634. [Google Scholar] [CrossRef]
- Asadabadi, M.R.; Zwikael, O. Integrating risk into estimations of project activities’ time and cost: A stratified approach. Eur. J. Oper. Res. 2019, 291, 482–490. [Google Scholar] [CrossRef]
- Filippetto, A.S.; Lima, R.; Barbosa, J.L.V. A risk prediction model for software project management based on similarity analysis of context histories. Inf. Softw. Technol. 2020, 131, 106497. [Google Scholar] [CrossRef]
- Nguyen, P.T.; Pham, C.P.; Phan, P.T.; Vu, N.B.; Duong, M.T.H.; Nguyen, Q.L.H.T.T. Exploring critical risk factors of office building projects. J. Asian Financ. Econ. Bus. 2021, 8, 309–315. [Google Scholar]
- Osuszek, L.; Ledzianowski, J. Decision support and risk management in busi-ness context. J. Decis. Syst. 2020, 29, 413–424. [Google Scholar] [CrossRef]
- An, J.; Mikhaylov, A. Russian energy projects in South Africa. J. Energy S. Afr. 2020, 31, 58–64. [Google Scholar] [CrossRef]
- Lopatin, E. Methodological approaches to research resource saving industrial enterprises. Int. J. Energy Econ. Policy 2019, 9, 181–187. [Google Scholar] [CrossRef]
- Schulte, J.; Villamil, C.; Hallstedt, S. Strategic Sustainability Risk Management in Product Development Companies: Key Aspects and Conceptual Approach. Sustainability 2020, 12, 10531. [Google Scholar] [CrossRef]
- Ruposov, V.L.; Chernykh, A.A. Processing formalized swot-analysis expert evaluation data. Proc. Irkutsk. State Tech. Univ. 2017, 21, 81–89. [Google Scholar] [CrossRef]
- Ruposov, V.L. Methods of Determining the Number of Experts; Herald of Irkutsk State Technical University: Eastern Siberia, Russia, 2015; Volume 3, pp. 286–292. [Google Scholar]
- Fisher, R.A. The Design of Experiments; Oliver and Boyd Press: Edinburgh, UK, 1935. [Google Scholar]
- Pietraszek, J. Metody Planowania Badań Doświadczalnych Eksploatowanych Maszyn i Urządzeń; Monografia nr 378; Wydawnictwo Politechniki Krakowskiej: Kraków, Poland, 2010. [Google Scholar]
- Owen, A.B. Empirical Likelihood; CRC Press: Boca Raton, FL, USA, 2001. [Google Scholar] [CrossRef]
- Pietraszek, J.; Dwornicka, R.; Krawczyk, M.; Kolomycki, M. The nonparametric approach to the quantification of the uncertainity in the design of experiments modelling. In UNCECOMP 2017: Proceedings of the 2nd International Conference on Uncertainty Quantification in Computational Sciences and Engineering, Rhodes Island, Greece, 15–17 June 2017; Papadrakakis, M., Papadopoulos, V., Stefanou, G., Eds.; Institute of Structural Analysis and Antiseismic Research, School of Civil Engineering, National Technical University of Athens: Athens, Greece, 2017; pp. 598–604. [Google Scholar]
- Zadeh, L. Probability measures of Fuzzy events. J. Math. Anal. Appl. 1968, 23, 421–427. [Google Scholar] [CrossRef] [Green Version]
- Kozien, E.; Kozien, M.S. Using the fuzzy logic description for the ex-ante risk assessment in the project. In Economic and Social Development. Book of Proceedings: 35th International Scientific Conference on Economic and Social Development, Lisbon, Portugal, 15–16 November 2018; Ribeiro, H., Naletina, D., da Silva, A.L., Eds.; Varazdin Development and Entrepreneurship Agency: Varazdin, Croatia, 2018; pp. 224–231. [Google Scholar]
- Moreno-Cabezali, B.M.; Fernandez-Crehuet, J.M. Application of a fuzzy-logic based model for risk assessment in additive manufacturing R&D projects. Comput. Ind. Eng. 2020, 145, 106529. [Google Scholar] [CrossRef]
- Singh, H.; Gupta, M.M.; Meitzler, T.; Hou, Z.G.; Garg, K.K.; Solo, A.M.; Zadeh, L.A. Real-life applications of fuzzy logic. Adv. Fuzzy Syst. 2013. [Google Scholar] [CrossRef]
- Urbina, A.G.; Aoyama, A. Measuring the benefit of investing in pipeline safety using fuzzy risk assessment. J. Loss Prev. Process Ind. 2017, 45, 116–132. [Google Scholar] [CrossRef]
- Rubanov, V.G.; Filatov, A.G. Intelligent automatic control systems fuzzy control in technical systems. In Tutorial; BSTU im. V. G. Shukhova: Belgorod, Russia, 2010; p. 170. [Google Scholar]
- Jaderi, F.; Ibrahim, Z.Z.; Zahiri, M.R. Criticality analysis of petrochemical assets using risk based maintenance and the fuzzy inference system. Process Saf. Environ. Prot. 2018, 121, 312–325. [Google Scholar] [CrossRef]
- Nieto-Morote, A.; Ruz-Vila, F. A fuzzy approach to construction project risk assessment. Int. J. Proj. Manag. 2011, 29, 220–231. [Google Scholar] [CrossRef] [Green Version]
- Wong, B.K.; Monaco, J.A. A bibliography of expert system applications for business (1984–1992). Eur. J. Oper. Res. 1995, 85, 416–432. [Google Scholar] [CrossRef]
- Dempster, A.P. A generalization of Bayesian inference. J. R. Stat. Soc. Ser. B Stat. Methodol. 2001, 64, 205–232. [Google Scholar]
- Shafer, G. A Mathematical Theory of Evidence; Princeton University Press: Princeton, NJ, USA, 1977; Volume 83, pp. 667–672. [Google Scholar]
- Jamshidi, A.; Yazdani-Chamzini, A.; Yakhchali, S.H.; Khaleghi, S. Developing a new fuzzy inference system for pipeline risk assessment. J. Loss Prev. Process Ind. 2013, 26, 197–208. [Google Scholar] [CrossRef]
Input and Output Values | Linguistic Term | Definition | Rank |
---|---|---|---|
Probability levels Input 1 | IM: Improbable | Extremely rare, almost no chance of occurrence. | 1 |
R: Remote | Chance of manifestation is small. | 2 | |
O: Occasional | Probability to occur is 30–50%. | 3 | |
P: Probable | Probability to occur is very high. | 4 | |
F: Frequent | Probability to occur is almost certain and and inevitable. | 5 | |
Levels of impact Input 2 | N: Negligible | There is no real negative consequences or a significant threat to the organization or project. | 1 |
M: Minor | There is little potential for negative consequences, and there is no significant impact on overall success. | 2 | |
MA: Major | Can lead to negative consequences, creating a moderate threat to the project or organization. | 3 | |
C: Critical | With significant negative consequences that will seriously impact the success of the organization or project (the need to close the project or a large number of negative events). | 4 | |
CA: Catastrophic | With extremely negative consequences that can lead to the closure or long-term failure of the entire company. Requires the most attention and resources. | 5 | |
Risk level Output | IN: Insignificant | The risk is tolerable without any mitigation. Impact is minor and unlikely to occur. These types of threats are generally ignored. | 1–4 |
T: Tolerable | Partial mitigation may be required. The probability of occurrence does not allow them to be ignored, and the consequences may be tangible. If possible, measures should be taken to prevent the occurrence of medium risks, but it should be remembered that they are not a priority and cannot critically impact the success of an organization or project. | 5–8 | |
SU: Substantial | Mitigation may be required. Such risks may have serious consequences and are likely to occur. They should be responded to in the near future. | 9–12 | |
S: Significant | Mitigation measures must be taken to reduce the risk. Critical risks that have serious consequences and have a high probability of occurring. They have a high priority. Measures should be taken immediately to eliminate or reduce the possible consequences. | 13–16 | |
INT: Intolerable | Risk mitigation measures must be implemented. These are catastrophic risks that have serious consequences and have a high probability of occurrence. They have the highest priority. Can threaten the existence of the organization or the success of most of the tasks. Measures should be taken immediately to eliminate or reduce the possible consequences. | 17–25 |
No. | Description |
---|---|
Rule 1 | If the likelihood is unlikely and the consequences are negligible, then the risk is negligible. |
Rule 2 | If the probability is unlikely and the consequences are catastrophic, then the risk is high. |
… | … |
Rule 25 | If the probability is frequent and the consequences are critical, then the risk is unacceptable. |
Risk = P × I | Probability | |||||
---|---|---|---|---|---|---|
IM | R | O | P | F | ||
Impact | N | IN | IN | IN | IN | T |
M | IN | IN | T | T | SU | |
MA | IN | T | SU | SU | S | |
C | IN | T | SU | S | INT | |
CA | T | SU | S | INT | INT |
Risk = P × I | Probability | |||||
---|---|---|---|---|---|---|
IM | R | O | P | F | ||
Impact | N | 1 | 2 | 3 | 4 | 5 |
M | 2 | 4 | 6 | 8 | 10 | |
MA | 3 | 6 | 9 | 12 | 15 | |
C | 4 | 8 | 12 | 16 | 20 | |
CA | 5 | 10 | 15 | 20 | 25 |
No. | Criteria | SUB—Criteria | Risk Factor | Probability P | Impact on the Cost of IC | Impact on Duration IT |
---|---|---|---|---|---|---|
F1 | Construction site | Environment | Increased seismicity at the construction site | 2.8 | 3.1 | 2.8 |
F2 | Precipitation | 2.3 | 2.3 | 1.9 | ||
F3 | Flooding | 3 | 2.7 | 2 | ||
F4 | Landscape (plain, hills, etc.) | 2.2 | 2.8 | 2.2 | ||
F5 | Climatic and natural conditions | 2.7 | 3.4 | 3.4 | ||
F6 | Substructure of the construction site | Area of archeological studies | 2.4 | 3.5 | 4.3 | |
F7 | Construction project | Lack of construction site space | 2.8 | 3.4 | 3 | |
F8 | High transport load | 2.6 | 2.3 | 2.5 | ||
F9 | Delays in obtaining permits | 3.7 | 3.4 | 3.9 | ||
F10 | Evaluation of technical conditions results | 2.5 | 2.6 | 2.8 | ||
F11 | Infrastructure assessment results | 2.5 | 2.3 | 2.6 | ||
F12 | Security requirements and restrictions of nearby facilities | 2.6 | 2.7 | 3 | ||
F13 | Other | There are structures for demolition at the construction site | 2.6 | 3.4 | 3 | |
F14 | A short construction period | 3.9 | 4.4 | 3.1 | ||
F15 | The main party of the project | General Designer | Labor qualification level of key employees | 3.3 | 3.9 | 2.9 |
F16 | Staff, qty (low number of employees) | 3.3 | 3.1 | 3.1 | ||
F17 | Projects with a positive expert opinion (experience of passing) | 2.8 | 2.2 | 2.3 | ||
F18 | Availability and number of subcontractors | 3.7 | 3.2 | 3.2 | ||
F19 | Current projects (company workload) | 3.8 | 3 | 3.1 | ||
F20 | Application of new technologies (lack of experience using technologies) | 3.5 | 4.1 | 3.1 | ||
F21 | Coordination of work with a subcontractor (no work model, no experience) | 4.3 | 3.3 | 3.3 | ||
F22 | Formation of project documentation | Initial permitting documentation | Registration level of GOST documentation | 2.1 | 1.5 | 1.6 |
F23 | Quality of the conducted engineering-geological tests | 3.3 | 2.1 | 2 | ||
F24 | Completeness of required data for design | 3.8 | 2.4 | 2.5 | ||
F25 | Regulatory and technical support level for project preparation | The level of work with regulatory documentation at the international and federal level | 3.1 | 2.4 | 2.1 | |
F26 | Results of engineering and geological surveys | Results of the assessment of geology, geodesy, ecology, hydrometeorology, geotechnical expertise of the IGI work program | 2.7 | 2.1 | 2.1 | |
F27 | Results of special types of engineering surveys | Results of geotechnical research, assessment of the state of soil bases of buildings and structures | 2.7 | 2.3 | 2 | |
F28 | Results of local monitoring of environmental components, exploration of soil building materials, local surveys of contaminated soils and groundwater | 2.4 | 1.9 | 1.8 | ||
F29 | Results of the geotechnical examination of the project of subgardes and foundations,, scientific technical conclusion on the assessment of the karst-suffusion hazard of the construction site | 2.6 | 1.9 | 2.2 | ||
F30 | Assesment of engineering survey results | Results of engineering survey assessment | 3.1 | 2.4 | 2.2 | |
F31 | Project documentation | Labor qualification level | 3 | 2.3 | 2.6 | |
F32 | Work experience | 3.1 | 2.7 | 2.9 | ||
F33 | Experience of passing the assessment | 2.8 | 2 | 2.5 | ||
F34 | Experience with residential facilities | 2.8 | 2.3 | 2.2 | ||
F35 | Uniqueness of the project (complexity of geometric forms of structures) | 3.7 | 3.2 | 3.3 | ||
F36 | Height of the project | 3.6 | 3.5 | 3.4 | ||
F37 | Registration level of GOST documentation | 1.2 | 1.1 | 1 | ||
F38 | Algorithm for transferring information between related sections of design and estimate documentation | 1.9 | 1.3 | 1.6 | ||
F39 | Results of taking into account natural and climatic conditions (seismicity of the region, zones with increased aggressive environment, precipitation, construction in the zone of negative and positive temperatures) | 3.3 | 2.6 | 2.6 | ||
F40 | Results of accounting for human-induced processes (industrial explosions, traffic, subway construction, operation of industrial equipment) | 2.8 | 2.4 | 2.4 | ||
F41 | Results of determining the scope of work | 2.2 | 1.9 | 1.6 | ||
F42 | BIM Department | Labor qualification level | 3.1 | 2.3 | 2.4 | |
F43 | Work experience | 3.2 | 2.1 | 2.5 | ||
F44 | Staff, qty (low number of employees) | 3.2 | 2.2 | 2.8 | ||
F45 | Level of BIM model evaluation | 3 | 2.4 | 2.7 | ||
F46 | Development of measures to ensure access for persons with disabilities | Labor qualification level | 2.8 | 1.8 | 1.8 | |
F47 | Work experience | 2.4 | 1.6 | 1.7 | ||
F48 | Proficiency in BIM technologies | 1.7 | 1.3 | 1.4 | ||
F49 | Fire safety measures | Employee qualification | 2.9 | 2.6 | 2 | |
F50 | Work experience | 2.9 | 2.5 | 2.1 | ||
F51 | Projects | 2.5 | 2.3 | 2 | ||
F52 | Proficiency in BIM technologies | 1.9 | 2 | 1.7 | ||
F53 | Results of Special Technical Regulations | 3.1 | 2.6 | 2.3 | ||
F54 | Assessment of documentation | Results of the project documentation assessment | 2.7 | 2.4 | 2.2 | |
F55 | Working documentation | Labor qualification level | 3 | 2.8 | 2.9 | |
F56 | Work experience | 3 | 2.6 | 2.6 | ||
F57 | Experience of passing the assessment | 2.7 | 2.3 | 3 | ||
F58 | Experience with residential facilities | 2.5 | 2.2 | 2.1 | ||
F59 | Registration level of GOST documentation | 2.1 | 1.5 | 1.4 | ||
F60 | Algorithm for transferring information between related sections of design and estimate documentation | 2.1 | 1.5 | 1.7 | ||
F61 | Other | Impact of related processes on the result of work (e.g., engineers made a mistake in the calculation of loads, shaft openings, entails adjustment of openings AR and CR) | 3.5 | 3.1 | 2.7 | |
F62 | Availability of a common information platform for coordinating work between stakeholders | 2.8 | 2.4 | 2.1 | ||
F63 | Building an information model of a building | Model building experience | 2.8 | 2.5 | 2.3 | |
F64 | Staff, qty (low number of employees) | 2.4 | 2.1 | 2.7 |
No. | P | IoC | IoT | Risk Matrix | Dempster–Shafer | Fuzzy Logic Output | |||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
RC | Rank | RT | Rank | DSRC | Rank | DSRT | Rank | FLRC | Rank | FLRT | Rank | ||||
F9 | 3.7 | 3.4 | 3.9 | 12.58 | 2 | 14.4 | 1 | 3.2 | 5 | 3.73 | 2 | 3.4 | 5 | 3.6 | 1 |
F5 | 2.7 | 3.4 | 3.4 | 9.18 | 4 | 9.18 | 4 | 3.2 | 3 | 3.2 | 3 | 3.4 | 3 | 3.4 | 2 |
F6 | 2.4 | 3.5 | 4.3 | 8.4 | 7 | 10.3 | 3 | 3.31 | 2 | 4.18 | 1 | 3.5 | 2 | 3.2 | 3 |
F14 | 3.9 | 4.4 | 3.1 | 17.16 | 1 | 12 | 2 | 4.29 | 1 | 2.9 | 4 | 4.4 | 1 | 3.15 | 4 |
F1 | 2.8 | 3.1 | 2.8 | 8.68 | 6 | 7.84 | 6 | 2.9 | 7 | 2.6 | 8 | 1.9 | 14 | 2.8 | 5 |
F8 | 2.6 | 2.3 | 2.5 | 5.98 | 12 | 6.5 | 10 | 2.13 | 13 | 2.32 | 11 | 2.3 | 9 | 2.4 | 6 |
F11 | 2.5 | 2.3 | 2.6 | 5.75 | 13 | 6.5 | 11 | 2.13 | 14 | 2.41 | 10 | 2.3 | 10 | 2.4 | 7 |
F4 | 2.2 | 2.8 | 2.2 | 6.16 | 11 | 4.84 | 13 | 2.6 | 8 | 2.04 | 12 | 2.2 | 12 | 2.2 | 8 |
F10 | 2.5 | 2.6 | 2.8 | 6.5 | 10 | 7 | 9 | 2.41 | 11 | 2.6 | 9 | 2.4 | 7 | 2.2 | 9 |
F3 | 3 | 2.7 | 2 | 8.1 | 8 | 6 | 12 | 2.51 | 9 | 1.86 | 13 | 2 | 13 | 2 | 10 |
F7 | 2.8 | 3.4 | 3 | 9.52 | 3 | 8.4 | 5 | 3.2 | 4 | 2.8 | 5 | 3.4 | 4 | 2 | 11 |
F12 | 2.6 | 2.7 | 3 | 7.02 | 9 | 7.8 | 7 | 2.51 | 10 | 2.8 | 6 | 2.3 | 11 | 2 | 12 |
F13 | 2.6 | 3.4 | 3 | 8.84 | 5 | 7.8 | 8 | 3.2 | 6 | 2.8 | 7 | 3.4 | 6 | 2 | 13 |
F2 | 2.3 | 2.3 | 1.9 | 5.29 | 14 | 4.37 | 14 | 2.13 | 12 | 1.77 | 14 | 2.3 | 8 | 1.9 | 14 |
F15 | 3.3 | 3.9 | 2.9 | 12.87 | 3 | 9.57 | 6 | 3.73 | 2 | 2.7 | 6 | 3.35 | 2 | 3.35 | 1 |
F18 | 3.7 | 3.2 | 3.2 | 11.84 | 4 | 11.8 | 2 | 3 | 4 | 3 | 2 | 3.2 | 4 | 3.2 | 2 |
F21 | 4.3 | 3.3 | 3.3 | 14.19 | 2 | 14.1 | 1 | 3.1 | 3 | 3.1 | 1 | 3.2 | 5 | 3.2 | 3 |
F16 | 3.3 | 3.1 | 3.1 | 10.23 | 6 | 10.2 | 5 | 2.9 | 5 | 2.9 | 3 | 3.15 | 6 | 3.15 | 4 |
F19 | 3.8 | 3 | 3.1 | 11.4 | 5 | 11.7 | 3 | 2.8 | 6 | 2.9 | 4 | 3.25 | 3 | 3.15 | 5 |
F20 | 3.5 | 4.1 | 3.1 | 14.35 | 1 | 10.8 | 4 | 3.95 | 1 | 2.9 | 5 | 3.45 | 1 | 3.15 | 6 |
F17 | 2.8 | 2.2 | 2.3 | 6.16 | 7 | 6.44 | 7 | 2.04 | 7 | 2.13 | 7 | 2.2 | 7 | 2.2 | 7 |
F24 | 3.8 | 2.4 | 2.5 | 9.12 | 4 | 9.5 | 3 | 2.22 | 12 | 2.32 | 13 | 3.65 | 1 | 3.65 | 1 |
F36 | 3.6 | 3.5 | 3.4 | 12.6 | 1 | 12.2 | 2 | 3.31 | 1 | 3.2 | 1 | 3.5 | 2 | 3.4 | 2 |
F39 | 3.3 | 2.6 | 2.6 | 8.58 | 5 | 8.58 | 8 | 2.41 | 6 | 2.41 | 11 | 3.35 | 4 | 3.35 | 3 |
F35 | 3.7 | 3.2 | 3.3 | 11.84 | 2 | 12.2 | 1 | 3 | 2 | 3.1 | 2 | 3.2 | 7 | 3.3 | 4 |
F23 | 3.3 | 2.1 | 2 | 6.93 | 18 | 6.6 | 19 | 1.95 | 27 | 1.86 | 29 | 3.35 | 3 | 3.25 | 5 |
F43 | 3.2 | 2.1 | 2.5 | 6.72 | 21 | 8 | 11 | 1.95 | 29 | 2.32 | 15 | 3.25 | 5 | 3.25 | 6 |
F44 | 3.2 | 2.2 | 2.8 | 7.04 | 16 | 8.96 | 6 | 2.04 | 25 | 2.6 | 6 | 3.25 | 6 | 3.25 | 7 |
F61 | 3.5 | 3.1 | 2.7 | 10.85 | 3 | 9.45 | 4 | 2.9 | 3 | 2.51 | 8 | 3.15 | 8 | 3.25 | 8 |
F64 | 2.4 | 2.1 | 2.7 | 5.04 | 32 | 6.48 | 21 | 1.95 | 30 | 2.51 | 9 | 2.1 | 21 | 2.3 | 9 |
F29 | 2.6 | 1.9 | 2.2 | 4.94 | 33 | 5.72 | 28 | 1.77 | 34 | 2.04 | 20 | 1.9 | 29 | 2.2 | 10 |
F33 | 2.8 | 2 | 2.5 | 5.6 | 29 | 7 | 16 | 1.86 | 31 | 2.32 | 14 | 2 | 23 | 2.2 | 11 |
F34 | 2.8 | 2.3 | 2.2 | 6.44 | 24 | 6.16 | 23 | 2.13 | 21 | 2.04 | 22 | 2.2 | 13 | 2.2 | 12 |
F40 | 2.8 | 2.4 | 2.4 | 6.72 | 20 | 6.72 | 18 | 2.22 | 15 | 2.22 | 16 | 2.2 | 14 | 2.2 | 13 |
F54 | 2.7 | 2.4 | 2.2 | 6.48 | 23 | 5.94 | 25 | 2.22 | 17 | 2.04 | 23 | 2.3 | 11 | 2.2 | 14 |
F63 | 2.8 | 2.5 | 2.3 | 7 | 17 | 6.44 | 22 | 2.32 | 11 | 2.13 | 19 | 2.2 | 17 | 2.2 | 15 |
F26 | 2.7 | 2.1 | 2.1 | 5.67 | 28 | 5.67 | 29 | 1.95 | 28 | 1.95 | 25 | 2.1 | 18 | 2.1 | 16 |
F50 | 2.9 | 2.5 | 2.1 | 7.25 | 13 | 6.09 | 24 | 2.32 | 10 | 1.95 | 26 | 2.1 | 20 | 2.1 | 17 |
F58 | 2.5 | 2.2 | 2.1 | 5.5 | 30 | 5.25 | 31 | 2.04 | 26 | 1.95 | 27 | 2.2 | 15 | 2.1 | 18 |
F62 | 2.8 | 2.4 | 2.1 | 6.72 | 22 | 5.88 | 26 | 2.22 | 18 | 1.95 | 28 | 2.2 | 16 | 2.1 | 19 |
F27 | 2.7 | 2.3 | 2 | 6.21 | 25 | 5.4 | 30 | 2.13 | 19 | 1.86 | 30 | 2.3 | 9 | 2 | 20 |
F31 | 3 | 2.3 | 2.6 | 6.9 | 19 | 7.8 | 12 | 2.13 | 20 | 2.41 | 10 | 2 | 22 | 2 | 21 |
F45 | 3 | 2.4 | 2.7 | 7.2 | 14 | 8.1 | 9 | 2.22 | 16 | 2.51 | 7 | 2 | 24 | 2 | 22 |
F49 | 2.9 | 2.6 | 2 | 7.54 | 10 | 5.8 | 27 | 2.41 | 7 | 1.86 | 31 | 2.1 | 19 | 2 | 23 |
F51 | 2.5 | 2.3 | 2 | 5.75 | 27 | 5 | 33 | 2.13 | 23 | 1.86 | 32 | 2.3 | 10 | 2 | 24 |
F55 | 3 | 2.8 | 2.9 | 8.4 | 6 | 8.7 | 7 | 2.6 | 4 | 2.7 | 5 | 2 | 25 | 2 | 25 |
F56 | 3 | 2.6 | 2.6 | 7.8 | 9 | 7.8 | 13 | 2.41 | 9 | 2.41 | 12 | 2 | 26 | 2 | 26 |
F57 | 2.7 | 2.3 | 3 | 6.21 | 26 | 8.1 | 10 | 2.13 | 24 | 2.8 | 3 | 2.3 | 12 | 2 | 27 |
F25 | 3.1 | 2.4 | 2.1 | 7.44 | 11 | 6.51 | 20 | 2.22 | 13 | 1.95 | 24 | 1.9 | 27 | 1.9 | 28 |
F30 | 3.1 | 2.4 | 2.2 | 7.44 | 12 | 6.82 | 17 | 2.22 | 14 | 2.04 | 21 | 1.9 | 30 | 1.9 | 29 |
F32 | 3.1 | 2.7 | 2.9 | 8.37 | 7 | 8.99 | 5 | 2.51 | 5 | 2.7 | 4 | 1.9 | 31 | 1.9 | 30 |
F42 | 3.1 | 2.3 | 2.4 | 7.13 | 15 | 7.44 | 14 | 2.13 | 22 | 2.22 | 17 | 1.9 | 33 | 1.9 | 31 |
F53 | 3.1 | 2.6 | 2.3 | 8.06 | 8 | 7.13 | 15 | 2.41 | 8 | 2.13 | 18 | 1.9 | 35 | 1.9 | 32 |
F22 | 2.1 | 1.5 | 1.6 | 3.15 | 38 | 3.36 | 38 | 1.42 | 38 | 1.5 | 38 | 1 | 37 | 1 | 33 |
F28 | 2.4 | 1.9 | 1.8 | 4.56 | 34 | 4.32 | 34 | 1.77 | 33 | 1.68 | 33 | 1.9 | 28 | 1 | 34 |
F37 | 1.2 | 1.1 | 1 | 1.32 | 43 | 1.2 | 43 | 1.08 | 43 | 1 | 43 | 1.1 | 36 | 1 | 35 |
F41 | 2.2 | 1.9 | 1.6 | 4.18 | 35 | 3.52 | 37 | 1.77 | 35 | 1.5 | 40 | 1.9 | 32 | 1 | 36 |
F59 | 2.1 | 1.5 | 1.4 | 3.15 | 39 | 2.94 | 41 | 1.42 | 39 | 1.33 | 42 | 0.9 | 39 | 0.9 | 37 |
F47 | 2.4 | 1.6 | 1.7 | 3.84 | 36 | 4.08 | 35 | 1.5 | 37 | 1.59 | 35 | 0.9 | 38 | 0.8 | 38 |
F48 | 1.7 | 1.3 | 1.4 | 2.21 | 42 | 2.38 | 42 | 1.25 | 42 | 1.33 | 41 | 0.8 | 41 | 0.8 | 39 |
F60 | 2.1 | 1.5 | 1.7 | 3.15 | 40 | 3.57 | 36 | 1.42 | 40 | 1.59 | 37 | 0.9 | 40 | 0.8 | 40 |
F38 | 1.9 | 1.3 | 1.6 | 2.47 | 41 | 3.04 | 40 | 1.25 | 41 | 1.5 | 39 | 0.7 | 42 | 0.7 | 41 |
F46 | 2.8 | 1.8 | 1.8 | 5.04 | 31 | 5.04 | 32 | 1.68 | 36 | 1.68 | 34 | 0.7 | 43 | 0.7 | 42 |
F52 | 1.9 | 2 | 1.7 | 3.8 | 37 | 3.23 | 39 | 1.86 | 32 | 1.59 | 36 | 1.9 | 34 | 0.7 | 43 |
No. | Stage | FLRC | FLRT | Increase in Cost, $ mln. | Increase in Duration, Months |
---|---|---|---|---|---|
F5 | Planning | 3.4 | 3.4 | ≈0.45 | ≈2 |
F6 | 3.5 | 3.2 | |||
F7 | 3.4 | 2 | |||
F9 | 3.4 | 3.6 | |||
F13 | 3.4 | 2 | |||
F14 | 4.4 | 3.15 | |||
F15 | Pre-project stage | 3.35 | 3.35 | ≈0.45 | ≈2 |
F16 | 3.15 | 3.15 | |||
F18 | 3.2 | 3.2 | |||
F19 | 3.25 | 3.15 | |||
F20 | 3.45 | 3.15 | |||
F21 | 3.2 | 3.2 | |||
F23 | Project stage | 3.35 | 3.25 | ≈0.6 | ≈3 |
F24 | 3.65 | 3.65 | |||
F35 | 3.2 | 3.3 | |||
F36 | 3.5 | 3.4 | |||
F39 | 3.35 | 3.35 | |||
F43 | 3.25 | 3.25 | |||
F44 | 3.25 | 3.25 | |||
F61 | 3.15 | 3.25 | |||
Total: | ≈1.5 | ≈7 |
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Lapidus, A.; Topchiy, D.; Kuzmina, T.; Chapidze, O. Influence of the Construction Risks on the Cost and Duration of a Project. Buildings 2022, 12, 484. https://doi.org/10.3390/buildings12040484
Lapidus A, Topchiy D, Kuzmina T, Chapidze O. Influence of the Construction Risks on the Cost and Duration of a Project. Buildings. 2022; 12(4):484. https://doi.org/10.3390/buildings12040484
Chicago/Turabian StyleLapidus, Azariy, Dmitriy Topchiy, Tatyana Kuzmina, and Otari Chapidze. 2022. "Influence of the Construction Risks on the Cost and Duration of a Project" Buildings 12, no. 4: 484. https://doi.org/10.3390/buildings12040484
APA StyleLapidus, A., Topchiy, D., Kuzmina, T., & Chapidze, O. (2022). Influence of the Construction Risks on the Cost and Duration of a Project. Buildings, 12(4), 484. https://doi.org/10.3390/buildings12040484