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Research Article Risk Determination, Prioritization, and Classifying in Construction Project Case Study: Gharb Tehran Commercial-Administrative Complex Azadeh Sohrabinejad 1 and Mehdi Rahimi 2 1 University of Science and Technology of Iran, Unit 3, No. 59, 38th Street, Gisha Avenue, Tehran 14489 43593, Iran 2 Bordeaux University, France Correspondence should be addressed to Azadeh Sohrabinejad; [email protected] Received 26 May 2015; Revised 18 August 2015; Accepted 8 September 2015 Academic Editor: Eric Lui Copyright © 2015 A. Sohrabinejad and M. Rahimi. is is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Construction projects play an important role in infrastructure projects in developing countries. According to type, size, and complexity of the project, the number and importance of each risk could be different and many projects cannot reach the project goals due to exposure to multiple risks. Many papers have been published on the subject of risk management in construction projects; unfortunately most of them have not been implemented in practical conditions. e aim of this study is to identify and prioritize risks in construction projects. e classical approach used probability and impact for risk assessment, but these criteria do not sufficiently address all aspects of projects risks and there might be a relationship between different criteria. is study proposes the hierarchical dependencies between criteria. A case study of construction project is presented to illustrate performance and usage of the proposed model. Utilizing library studies and interview with experts, managers, and specialists, decision criteria were identified through brain storming. Risks were categorized by the experts into eleven risks. Important risks were evaluated based on the fuzzy ANP, fuzzy DEMATEL, and fuzzy TOPSIS methods. e proposed model is more suitable than the traditional decision- making methods in prioritizing risk concerning cost, time, and quality. 1. Introduction e risk management can be defined as a process to identify, analyze, and respond to project risks in order to enhance opportunities and reduce threats affecting the objectives of the project. e first step of risk management is risk identification and the next steps can be risk analysis, risk prioritization, and selecting appropriate strategy for dealing with risks. Construction projects are very risky due to the amount of money invested in them which shows the necessity of identification of risk drivers, the level of each risk effect, intensity of the influence of the risk on the project, and the probability of each risk. Finally, based on these evidences, the appropriate action should be selected by project managers to reduce the loss of projects. In the case that project managers encounter lots of risk drivers, fuzzy technique is a suitable solution for risk management. Additionally, using fuzzy technique is very helpful to manage uncertain conditions. One of the charac- teristics of our model in this research is that all aspects of the projects are concerned which is very important in mega projects. Cost, time, and quality are the main elements of project success which should be concerned. In this paper, by using fuzzy technique, we tried to present a method to identify and prioritize project risks in the Project Life Cycle of construction projects and consequently help managers in decision-making. As a case study, we used a construction project in the west of Tehran and based on the project owner request we do not disclose the company’s infor- mation. In following sections, firstly, problem statement and importance of research are described. Secondly, a brief review of literature in risk management, risk identification, and fuzzy technique is done. As our research methodology, we used ANP to define appropriate weight for each factor, DEMATEL Hindawi Publishing Corporation Journal of Construction Engineering Volume 2015, Article ID 203468, 10 pages http://dx.doi.org/10.1155/2015/203468

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  • Research ArticleRisk Determination, Prioritization,and Classifying in Construction Project Case Study:Gharb Tehran Commercial-Administrative Complex

    Azadeh Sohrabinejad1 and Mehdi Rahimi2

    1University of Science and Technology of Iran, Unit 3, No. 59, 38th Street, Gisha Avenue, Tehran 14489 43593, Iran2Bordeaux University, France

    Correspondence should be addressed to Azadeh Sohrabinejad; [email protected]

    Received 26 May 2015; Revised 18 August 2015; Accepted 8 September 2015

    Academic Editor: Eric Lui

    Copyright © 2015 A. Sohrabinejad and M. Rahimi. This is an open access article distributed under the Creative CommonsAttribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work isproperly cited.

    Construction projects play an important role in infrastructure projects in developing countries. According to type, size, andcomplexity of the project, the number and importance of each risk could be different and many projects cannot reach the projectgoals due to exposure to multiple risks. Many papers have been published on the subject of risk management in constructionprojects; unfortunately most of them have not been implemented in practical conditions. The aim of this study is to identify andprioritize risks in construction projects.The classical approach used probability and impact for risk assessment, but these criteria donot sufficiently address all aspects of projects risks and there might be a relationship between different criteria.This study proposesthe hierarchical dependencies between criteria. A case study of construction project is presented to illustrate performance andusage of the proposed model. Utilizing library studies and interview with experts, managers, and specialists, decision criteria wereidentified through brain storming. Risks were categorized by the experts into eleven risks. Important risks were evaluated based onthe fuzzy ANP, fuzzy DEMATEL, and fuzzy TOPSIS methods. The proposed model is more suitable than the traditional decision-making methods in prioritizing risk concerning cost, time, and quality.

    1. Introduction

    The risk management can be defined as a process to identify,analyze, and respond to project risks in order to enhanceopportunities and reduce threats affecting the objectivesof the project. The first step of risk management is riskidentification and the next steps can be risk analysis, riskprioritization, and selecting appropriate strategy for dealingwith risks.

    Construction projects are very risky due to the amountof money invested in them which shows the necessity ofidentification of risk drivers, the level of each risk effect,intensity of the influence of the risk on the project, and theprobability of each risk. Finally, based on these evidences, theappropriate action should be selected by project managers toreduce the loss of projects.

    In the case that project managers encounter lots ofrisk drivers, fuzzy technique is a suitable solution for risk

    management. Additionally, using fuzzy technique is veryhelpful to manage uncertain conditions. One of the charac-teristics of our model in this research is that all aspects ofthe projects are concerned which is very important in megaprojects. Cost, time, and quality are the main elements ofproject success which should be concerned.

    In this paper, by using fuzzy technique, we tried to presentamethod to identify and prioritize project risks in the ProjectLife Cycle of construction projects and consequently helpmanagers in decision-making. As a case study, we used aconstruction project in the west of Tehran and based on theproject owner request we do not disclose the company’s infor-mation. In following sections, firstly, problem statement andimportance of research are described. Secondly, a brief reviewof literature in riskmanagement, risk identification, and fuzzytechnique is done. As our research methodology, we usedANP to define appropriate weight for each factor, DEMATEL

    Hindawi Publishing CorporationJournal of Construction EngineeringVolume 2015, Article ID 203468, 10 pageshttp://dx.doi.org/10.1155/2015/203468

  • 2 Journal of Construction Engineering

    to identify network of criteria and also a supporter of ANPmethod, and finally TOPSIS to rank subcriteria.

    2. Literature Review

    Risk is an event or a probable situation, the occurrenceof which can have effect on project objectives [1]. Theoccurrence of a riskmay have different reasons like economicfluctuation, financial crisis, social changes, and politicalissues. Also changes in stockholder relationship can be veryeffective in increasing or decreasing the risk level in projects[2].

    Although every construction project has different risks,there are lots of common risks among construction projects.Every project has three main items of cost, time plan, andquality in its objectives and related risks to them are the mostcommon risks.

    The construction industry is one of the most importantcriteria in a country development. Establishment of allinfrastructures like roads, power plants, mega projects, andso many other projects needs construction as a part of it [3].

    Some researchers believe that construction projectsencounter risks more than other projects which are unavoid-able but manageable [4]. Numerous stakeholders, long timeof production, and necessity of interactions between allinternal and external parts of a project are the main factorswhich increase risks in construction projects [5].

    The literature review on previous studies of risk manage-ment shows that only a few studies at least in the academiclevel of studies about construction projects risks focusedon it. Lack of risk management knowledge and also usingsystematic approach of identification and solving the riskissues in the field of construction projects are very obviousin previous studies [6, 7].

    There are different categories of risks. Perry and Hayescategorized the risks into three main drivers, namely, sub-contractors, consultants, and customers [2]. Cooper andChapman classified the risks in two categories of primaryrisks and secondary risks [8]. US Department of Energycategorized the risks based on the point of risk effect[1].

    Abdou divided construction risks into three categoriesof financial risks, time risks, and design risks [9]. Rezakhanidefined eight accounting risks based on the questionnaire hedistributed among project experts [10]. Carr and Tah usedhierarchical organization to categorize risks into two groupsof internal and external risks [11]. Chapman categorized risksinto four groups of environmental, industrial, customers,and project [12]. Shen et al. introduced six groups of riskaccording to the content of the risks including finance, legal,management, market, policy, and politic [13]. Chen et al.categorized fifteen main risks of projects into three maincategories, namely, resource factors,management factors, andparent factors [14].

    Assaf and Al-Hejji defined the project risk elements aseffective factors in delay of projects [15]. Dickmen et al. usedcause-effect diagram to categorize risks of projects [16]. Zenget al. categorized the risk drivers into four groups of human,raw material, instruments, and work yard [17].

    Nieto-Morote and Ruz-Vila used fuzzy AHP approachfor risk evaluation in their study. Based on a distributedquestionnaire, they gathered expert ideas and categorizedthe project risks into four groups of implementation risks,resources risks, engineering risks, andmanagement risks [18].Rezakhani on his study usedRisk Breakdown Structure (RBS)to categorize and rate the risks [10].

    Tummala and Burchett used Work Breakdown Structure(WBS) to identify project risks of high voltage transmissionlines and categorized all risks into six groups of finance andeconomy, environmental and political, design, construction,physical, and unexpected events [19].

    In this study, 160 common risks were collected fromliterature review that could affect the time schedule, cost,and quality in construction project (Appendix) [1–3, 6, 9–11, 15, 16, 20–25].

    3. Research Methodology

    3.1. ANP. Just like AHP approach, Saaty also introducedANP method which was an extended form of AHP whileAHP presents a framework with unidirectional hierarchicalconnections used in multicriteria decision analysis. ANP isa mathematical theory that can systematically overcome allkinds of dependencies [26].

    3.2. Fuzzy ANP Method. In the proposed algorithm, fuzzyANP (FANP) will be used to determine the degree of impor-tance of each of these indicators of prioritization in improve-ment projects. FANP is a useful method in case whichprovides a framework for dealing with decision-makingproblems within which assumptions about dependenciesbetween criteria and alternatives are unnecessary [27]. Inthis method, pairwise comparison matrix for each row of thematrix is filled with the triangular fuzzy numbers. Also, theamount of each parameter is calculated as a triangular fuzzynumber.

    3.3. Fuzzy DEMATEL. In this research DEMATEL techniqueis used, too.TheDecision-Making Trail and Evaluation Labo-ratory (DEMATEL) analyzed the criteria causal relationshipsand used diagrams to show the weights of criteria. This tech-nique was very helpful to solve the problems based on graphtechnique. Lately, researchers have found that DEMATELcould not be useful to solve uncertainty problems. Therefore,they suggested fuzzyDEMATELmethod.The recentmethod,using fuzzy linguistic variables, solves uncertainty problems[14].

    3.4. TOPSIS. The Technique for Order of Preference bySimilarity to Ideal Solution (TOPSIS) is a MCDM methodwhich evaluates 𝑚 alternatives with 𝑛 criteria. Based onTOPSIS concept and logic, the evaluated alternative shouldhave the shortest distance to positive ideal solution andlongest distance to negative ideal solution. According to thislogic, the closer solutions to the positive ideal have betterranking.

  • Journal of Construction Engineering 3

    Riskprioritization

    Quality Cost Time

    PartnersResources

    andequipment

    Humanresources

    Planningand

    scheduling

    Projectmanagement

    Execution Design PoliticalEconomic

    factorsLegalfactors

    Environmentaland social

    Figure 1: Analytic network process of risks in construction project.

    3.5. Data Collection Instrument. Data were collected throughquestionnaires and interviews. The present study uses belowmethod for data collecting:

    (1) Expert interviews.(2) Field study (questionnaire).(3) Literature review.

    Four questionnaires were used for data collecting contained:identifying risk questionnaire, paired comparisons basedon fuzzy ANP, fuzzy DEMATEL questionnaire, and fuzzyTOPSIS questionnaire. The result of the reliability measuredwith Cronbach’s alpha in risk identification questionnairewas 𝛼 = 0.963. Questionnaires are generally accepted asreliable when Cronbach’s alpha is higher than 0.7. In otherquestionnaires, compatibility is measured.

    Research population contains five project teams andeach team consists of a project manager, technical expert,deputy executive, project office manager, execution super-visor, and financial manager. For paired comparisons, tenexperienced experts specializing in the construction industrywere selected.

    4. Case Study

    After about three years, Gharb Tehran Commercial-Administrative Complex had only five percent progress. Theinability of the company to handle the risks causes delays inthe project. Therefore, it is necessary to establish a system forthe identification and management of the risks which helpsthe company to find out efficient solutions against differentkinds of risks.

    Literature review and using Delphi technique for inter-viewing and gathering data from fourteen experts withintheir domain of risk expertise and a minimum of ten yearsof experience in construction projects led us to identify risksin this research. Experts have recommended sixty-seven riskswhich are divided into eleven groups.

    Literature review helped us to find out 160 risks withinpast studies (see Table 4). In order to collect the opinionof experts, a questionnaire has been prepared getting theprobability of occurrence for each risk. Moreover, the experthas been asked if the questionnaire is comprehensive andif there is a risk that projects are dealing with and was notmentioned in the questionnaire. After collecting comments,a new list of risks has been developed. The results of thisquestionnaire have been compiled and analyzed and basedon the responses another questionnaire has been developed,which wasmailed back to the experts.The experts were askedagain to leave comments, give suggestions, and answer thequestions. The responses to this second questionnaire werecompiled and analyzed when a consensus has been reachedon risks and a list of 67 risks in eleven groups was preparedas per Figure 1.

    ANP method can solve dependency issues and feedbackrelations among multiple criteria.Thus, this study applies theDEMATEL to establish the correlation between the mutualeffects of the criteria and alternatives (group of risks) and usesANP to determine the weight of each group of the risks. Theresearch processes and architecture are shown in Figure 2.

    For finding the interrelations between different criteria,experts were asked to indicate the degree of direct influenceof all criteria and alternatives. An average matrix was derivedthrough the mean of the same criteria in the various directmatrices of the experts Table 1.

    For normalizing the average matrix, the following for-mula was used:

    �̃�𝑖𝑗=

    �̃�𝑖𝑗

    𝑟

    = (

    𝑙

    𝑖𝑗

    𝑟

    ,

    𝑚

    𝑖𝑗

    𝑟

    ,

    𝑢

    𝑖𝑗

    𝑟

    ) = (𝑙

    𝑖𝑗, 𝑚

    𝑖𝑗, 𝑢

    𝑖𝑗) ,

    𝑟 = max1≤𝑖≤𝑛

    (

    𝑛

    𝑗=1

    𝑢𝑖𝑗) .

    (1)

  • 4 Journal of Construction Engineering

    Construction projects risk

    Sanction

    War

    Change in governmental

    rules

    Design changes

    Humanresources

    EconomicfactorsLegal factors

    Environmental and social

    Political Design ExecutionProject

    managementPlanning and scheduling

    Resources and equipment

    Contractors financial failures

    Strike

    Rules changes

    Ambiguity in the rules

    Environmental risks

    Unstable security situation

    Change in negotiation

    trend

    Delays in payments

    Lack of moderator

    Legal disputes

    Investment problems

    Currency change rate

    Economical instability

    Payment delay

    Governmental changes

    Nonqualified designers

    Hurry in design

    Misdesign

    Delay in design

    Deviations between spec.

    and implementation

    Losingexperienced

    staffsChange in managerial

    methodsNot to assign

    tasks to experienced

    staff

    Inappropriate project team

    Rush at auction

    Inappropriate goals and objectives definitions

    Inefficient planning

    Estimation/planning errors

    Wrong time planprediction

    Human resources turnover

    Lack of specialists

    Equipment performance

    Machine failure

    Inappropriate material and instruments

    Environmental instability

    Project closure

    Permits and licenses

    Delayed,incomplete, and

    incorrect reviews

    Natural disasters Inflation

    Delays in resolving disputes

    Events during execution

    Damage to property and

    persons

    Delays in executive plan confirmation

    Landslides

    Supplying spare parts problems

    Lack of machines and

    equipment

    Changes in materials during

    construction

    Materials quality

    Lack of materials

    Delay in material supply

    Partners

    Delay of consultants

    Delay in decision-making

    (owner)

    Interference by the owner

    Delay in payment to contractorsChallenges

    between stakeholders

    Lack of consultant

    knowledge on terms and conditions

    Method of tendering and

    vendor selection

    Lack of mediators to

    solve problems

    Poor communication between project

    parties

    Contractors delay

    Contractors mismanagement

    Weak workshop management

    Contractors lack of experience

    Contractor financial power

    Figure 2: Risk Breakdown Structure for construction projects.

    Table 1: Average matrix of interrelations of criteria.

    Time Cost QualityTime (0.000, 0.000, 0.000) (0.175, 0.425, 0.675) (0.675, 0.925, 1.000)Cost (0.150, 0.400, 0.650) (0.000, 0.000, 0.000) (0.650, 0.900, 1.000)Quality (0.325, 0.575, 0.825) (0.625, 0.875, 1.000) (0.000, 0.000, 0.000)

    After calculating above matrix, total relation matrix wascomputed by the following formula:

    𝑇 = lim𝑘→+∞

    (�̃�1⊕ �̃�2⊕ ⋅ ⋅ ⋅ ⊕ �̃�

    𝑘) . (2)

    Each cell of thematrix is a triangular fuzzy number calculatedas follows:

    [𝑙𝑡

    𝑖𝑗] = 𝐻

    𝑙× (1 − 𝐻

    𝑙)−1,

    [𝑚𝑡

    𝑖𝑗] = 𝐻

    𝑚× (1 − 𝐻

    𝑚)−1,

    [𝑢𝑡

    𝑖𝑗] = 𝐻

    𝑢× (1 − 𝐻

    𝑢)−1.

    (3)

    In these formulas 𝐼 is unit matrix; 𝐻𝑙, 𝐻𝑚, and 𝐻

    𝑢are 𝑛 × 𝑛

    matrix. 𝐻𝑙, 𝐻𝑚, and 𝐻

    𝑢are lower limit, medium value, and

    upper limit of the triangular fuzzy number related to thematrix𝐻:

    𝐷 = (𝐷𝑖)𝑛×1

    =[

    [

    𝑛

    𝑗=1

    ̃𝑇𝑖𝑗]

    ]𝑛×1

    ,

    �̃� = (�̃�𝑖)1×𝑛

    = [

    𝑛

    𝑖=1

    ̃𝑇𝑖𝑗]

    1×𝑛

    .

    (4)

    �̃�𝑖shows the row sum of 𝑖th row of matrix 𝑇 and shows the

    sum of direct and indirect effects of the criteria on the othercriteria.𝐷

    𝑖similarly shows the column sum of 𝑗th column of

    matrix𝑇 and shows the sum of direct and indirect effects thatcriterion 𝑗 has received from the other criteria. In addition,when 𝑖 = 𝑗 (i.e., the sum of the row and column aggregates),(�̃�𝑖+𝐷𝑖) provides an index of the strength of influences given

    and received. It means that (�̃�𝑖+ 𝐷𝑖) shows the degree of

  • Journal of Construction Engineering 5Eff

    ect

    1.0

    0.8

    0.6

    0.4

    0.2

    0.0

    −0.2

    −0.4

    −0.6

    −0.8

    −1.0

    Time

    Cost

    Quality

    11 11.5 12 12.5 13 13.5

    Figure 3: DEMATEL cause-effect diagram for criteria.

    1.5

    1.0

    0.5

    0.0

    −0.5

    −1.0

    −1.5

    Political

    DesignLegal factorsPartners

    Economic factors

    Human resourcesResources

    and equipment

    Planning andscheduling Environmental

    and social

    Execution

    Projectmanagement

    1 2 3 4 5 6

    Figure 4: DEMATEL cause-effect diagram for group of risks.

    the central role that factor 𝑖 plays in the problem. If (�̃�𝑖−𝐷𝑖) is

    positive, then factor 𝑖 is affecting other factors, and if (�̃�𝑖−𝐷𝑖)

    is negative, then factor 𝑖 is being influenced by other factors.Cause-effect diagram is drawn after defuzzification of thefuzzy number �̃�

    𝑖+ 𝐷𝑖, �̃�𝑖− 𝐷𝑖.

    Figure 3 illustrates the importance (the horizontal axis)and influence and effect (vertical axis) on each criterion. Asseen in the diagram, time is effective and quality and cost areinfluential.

    Similarly, causal relationship between eleven groups ofrisks in construction projects is determined by using fuzzyDEMATEL technique.

    As seen in Figure 4, the criteria of political, legal factors,design, financial, partners, and staffing are at the top ofthe axis. Therefore, these factors are more influential thanother factors. In other words, these are the cause. On theother hand, project management, resources and equipment,planning and implementation, and social environment are atthe bottom of the diagram. Among these factors, the mostinfluential was criteria of political and social environmentfactors that had the greatest influence.

    In the next step, the fuzzy ANP method is used todetermine the relative weights of a set of the evaluationcriteria and obtaining the weight of eleven groups of risks. Inorder to achieve the purpose of this research, experts wereasked for pairwise comparison between criteria that couldilluminate the amount of vitality/impact. The relative vitalityquality can be resolved utilizing a scale of fuzzy numbers tospeak to equivalent significance to great critics.

    In this paper, Gogus and Boucher technique have beenused to calculate compatibility. In this method, for investi-gating the compatibility of two matrices (mean number andfuzzy number range), each fuzzy matrix should be deviatedinto two matrices. First matrix contains medium value 𝐴𝑚 =[𝑎𝑖𝑗𝑚] and second matrix contains geometric mean of the

    high and low numbers of triangular fuzzy numbers 𝐴𝑔 =√𝑎𝑖𝑗𝑢

    ⋅ 𝑎𝑖𝑗𝑙.

    Weight vector matrix is calculated as follows:

    𝑤𝑚= [𝑤𝑚

    𝑖] 𝑤

    𝑚

    𝑖=

    1

    𝑛

    𝑛

    𝑗=1

    𝑎𝑖𝑗𝑚

    ∑𝑛

    𝑖=1𝑎𝑖𝑗𝑚

    ,

    𝑤𝑔= [𝑤𝑔

    𝑖] 𝑤

    𝑔

    𝑖=

    1

    𝑛

    𝑛

    𝑗=1

    √𝑎𝑖𝑗𝑢⋅ 𝑎𝑖𝑗𝑙

    ∑𝑛

    𝑖=1√𝑎𝑖𝑗𝑢⋅ 𝑎𝑖𝑗𝑙

    .

    (5)

    Largest eigenvalues for any matrix are calculated by using thefollowing formulas:

    𝜆𝑚

    max =1

    𝑛

    𝑛

    𝑖=1

    𝑛

    𝑗=1

    𝑎𝑖𝑗𝑚(

    𝑤𝑚

    𝑗

    𝑤𝑚

    𝑖

    ) ,

    𝜆𝑚

    max =1

    𝑛

    𝑛

    𝑖=1

    𝑛

    𝑗=1

    𝑎𝑖𝑗𝑚(

    𝑤𝑚

    𝑗

    𝑤𝑚

    𝑖

    ) .

    (6)

    And then the compatibility of eachmatrix is calculated by thefollowing formulas:

    CI𝑚 =(𝜆𝑚

    max − 𝑛)

    (𝑛 − 1)

    ,

    CI𝑔 =(𝜆𝑔

    max − 𝑛)

    (𝑛 − 1)

    .

    (7)

    To calculate the incompatibility rate (CR), the followingequation is used:

    CR𝑔 = CI𝑔

    RI𝑔,

    CR𝑚 = CI𝑚

    RI𝑚.

    (8)

    The result will be comparedwith 0.1 threshold. If both of theseindexes were less than 0.1, fuzzy matrix is incompatible. Theamount of CR should be lower than 0.1.

    For finding out the indexes’ weight, fuzzy ANP statisticalmethod will be used. According to super matrix, four stepshave been released for calculating the components’ weight.

    In the first step, geometrical mean of respondents’ paircomparisons about criteria is calculated. Then in the secondstep eigenvectormust be calculated. For calculating eigenvec-tor of all summed pair comparisons tables, logarithmmethodof minimum square roots will be used as

    𝑤𝑠

    𝑘=

    (∏𝑛

    𝑗=1𝑎𝑠

    𝑘𝑗)

    1/𝑛

    ∑𝑛

    𝑖=1(∏𝑛

    𝑗=1𝑎𝑚

    𝑖𝑗)

    1/𝑛, 𝑠 ∈ {𝑙, 𝑚, 𝑢} ,

    𝑤𝑘= (𝑤𝑙

    𝑘, 𝑤𝑚

    𝑘, 𝑤𝑢

    𝑘) 𝑘 = 1, 2, 3, . . . , 𝑛.

    (9)

  • 6 Journal of Construction Engineering

    Table 2: Matrix of final weights of the group of risks.

    Group of risks Fuzzy weight Final relative weight RankEconomic factors (0.0059, 0.1122, 4.5749) 0.1084 1Project management (0.0059, 0.1134, 4.5680) 0.1084 2Partners (0.0061, 0.1089, 4.2552) 0.1012 3Execution (0.0047, 0.0969, 4.1197) 0.0972 4Human resource (0.0047, 0.0969, 4.1197) 0.0970 5Political (0.0038, 0.0820, 3.7043) 0.0870 6Legal factors (0.0036, 0.0816, 3.6879) 0.0866 7Environmental and social (0.0032, 0.0753, 3.5225) 0.0825 8Resources and equipment (0.0029, 0.0722, 3.4371) 0.0804 9Planning and scheduling (0.0023, 0.0657, 3.2821) 0.0765 10Design (0.0026, 0.0657, 3.2078) 0.0749 11

    The third step is formation of eigenvector’s matrixes; thesematrixes include eigenvectors obtained from pair compar-isons of the second step.

    The fourth step is calculation of final weights of thelevels Table 2. In order to calculate final weight of each level’scomponent,𝑊

    𝑖= 𝑊𝑖𝑖×𝑊𝑖(𝑖−1)

    ×𝑊∗

    𝑖−1.

    5. Prioritizing Risk Using FuzzyTOPSIS Technique

    In the previous section, eleven groups of construction riskpriorities were set. This section aims to rank risks amongeleven groups of risks with conflicting criteria including time,cost, and quality which can help managers and decisionmakers to find solutions.

    First, experts’ opinions were collected. Because of theverbal expressions, their opinions were ambiguous. In orderto use them, it is better to convert these expressions into fuzzynumbers. Decision matrix is created.

    In the next step, the fuzzy decision matrix should benormalized. The raw data were normalized utilizing linearscale transformation to bring the different criteria scales intoan analogous scale. The normalized fuzzy decision matrix iscalculated by the following formula:

    𝑟𝑖𝑗= (

    𝑎𝑖𝑗

    𝑐∗

    𝑗

    ,

    𝑏𝑖𝑗

    𝑐∗

    𝑗

    ,

    𝑐𝑖𝑗

    𝑐∗

    𝑗

    ) 𝑗 ∈ 𝐵,

    𝑐∗

    𝑗= max 𝑐

    𝑖𝑗if 𝑗 ∈ 𝐵,

    𝑟𝑖𝑗= (

    𝑎−

    𝑗

    𝑐𝑖𝑗

    ,

    𝑎−

    𝑗

    𝑏𝑖𝑗

    ,

    𝑐𝑎−

    𝑗

    𝑐𝑖𝑗

    ) 𝑗 ∈ 𝐶,

    𝑎−

    𝑗= min 𝑎

    𝑖𝑗if 𝑗 ∈ 𝐶.

    (10)

    Then, the weighted normalized matrix should be computed.The weighted normalized value𝑉 is calculated by the follow-ing formula:

    Ṽ𝑖𝑗= 𝑟𝑖𝑗⋅ 𝑤𝑗

    𝑖 = 1, 2, . . . , 𝑚, 𝑗 = 1, 2, . . . , 𝑛. (11)

    In this paper, experts’ opinions were given equal weight.

    As the fourth step, the fuzzy positive ideal solution (FPIS)and fuzzy negative ideal solution (FNIS) should be computedby using the following formulas:

    𝐴+= (Ṽ∗1, Ṽ∗2, . . . , Ṽ∗

    𝑛) ,

    𝐴−= (Ṽ−1, Ṽ−2, . . . , Ṽ−

    𝑛) .

    (12)

    In the fifth step, the distance of each alternative from FPISand FNIS should be calculated as follows:

    𝑑∗

    𝑖=

    𝑛

    𝑗=1

    𝑑 (Ṽ𝑖𝑗− Ṽ∗𝑗) 𝑖 = 1, 2, . . . , 𝑚,

    𝑑−

    𝑖=

    𝑛

    𝑗=1

    𝑑 (Ṽ𝑖𝑗− Ṽ−𝑗) 𝑖 = 1, 2, . . . , 𝑚.

    (13)

    In the next step, the closeness coefficient (CC𝑖) of each

    alternative should be calculated:

    CC𝑖=

    𝑑−

    𝑖

    𝑑∗

    𝑖+ 𝑑−

    𝑖

    𝑖 = 1, 2, . . . , 𝑚. (14)

    CC𝑖represents the distances to the fuzzy positive ideal

    solution𝐴+ and the fuzzy negative ideal solution𝐴− simulta-neously.

    In the final step, the final list of responses for eachimportant risk would be prepared by ranking the differentalternatives according to the closeness to coefficient CC

    𝑖in

    decreasing order.The best alternative is the closest to the FPISand the farthest from the FNIS.

    The result has been shown in Table 3.

    6. Conclusion

    Themain objective of this research was identifying construc-tion project risks and also developing a method to prioritizethe risks. As all companies have limited resources to manageand solve all the risks, the prioritization of the risks isunavoidable. Assignment of resources tomanage risks shouldbe done based on the priorities and from the top of the list.

    As the classic approach to prioritize and manage risksof projects, only probability and effect of each risk are

  • Journal of Construction Engineering 7

    Table3:Risk

    prioritizationforc

    onstr

    uctio

    nprojects.

    Prioritizationof

    riskgrou

    p1

    23

    45

    67

    89

    1011

    1213

    14

    1Econ

    omic

    factors

    Inflatio

    nAnn

    ualbud

    get

    revisio

    nCu

    rrency

    change

    rate

    Con

    tractors

    financial

    failu

    res

    Econ

    omical

    insta

    bility

    Investm

    ent

    prob

    lems

    2Project

    managem

    ent

    Change

    inmanagerial

    metho

    ds

    Losin

    gexperie

    nced

    staffs

    Inapprop

    riate

    projectteam

    Not

    toassig

    ntasksto

    experie

    nced

    staff

    Inapprop

    riate

    goalsa

    ndob

    jectives

    defin

    ition

    s

    Rush

    atauction

    3Partners

    Interfe

    rence

    bytheo

    wner

    Delay

    ofconsultants

    Delay

    indecisio

    n-making

    (owner)

    Delay

    inpaym

    entto

    contractors

    Challeng

    esbetween

    stakeho

    lders

    Lack

    ofconsultant

    know

    ledgeo

    nterm

    sand

    cond

    ition

    s

    Metho

    dof

    tend

    ering

    andvend

    orselection

    Poor

    commu-

    nicatio

    nbetween

    projectp

    artie

    s

    Lack

    ofmediators

    tosolve

    prob

    lems

    Con

    tractors

    delay

    Con

    tractors

    mism

    anagem

    ent

    Weak

    worksho

    pmanagem

    ent

    Con

    tractors

    lack

    ofexperie

    nce

    Con

    tractor

    financial

    power

    4Ex

    ecution

    Delaysin

    executive

    plan

    confi

    rmation

    Delayed,

    incomplete,

    andincorrect

    review

    s

    Project

    closure

    Perm

    itsand

    licenses

    Events

    durin

    gexecution

    Deviatio

    nsbetweenspec.

    and

    implem

    entatio

    n

    Inapprop

    riate

    materialand

    instr

    uments

    Environm

    ental

    insta

    bility

    Dam

    age

    to prop

    erty

    and

    person

    s

    Land

    slides

    5Hum

    anresources

    Hum

    anresources

    turnover

    Lack

    ofspecialists

    6Po

    litical

    Sanctio

    nGovernm

    ental

    changes

    Change

    ingovernmen-

    tal

    rules

    War

    7Legalfactors

    Legal

    disputes

    Change

    innegotia

    tion

    trend

    Delaysin

    paym

    ents

    Delaysin

    resolving

    disputes

    Lack

    ofmod

    erator

    8En

    vironm

    ental

    andsocial

    Rules

    changes

    Ambiguity

    inther

    ules

    Strik

    eEn

    vironm

    ental

    risks

    9Re

    sourcesa

    ndequipm

    ent

    Changesin

    materials

    durin

    gconstructio

    n

    Delay

    inmaterial

    supp

    ly

    Lack

    ofmachines

    and

    equipm

    ent

    Equipm

    ent

    perfo

    rmance

    Supp

    lying

    sparep

    arts

    prob

    lems

    Materials

    quality

    Machine

    failu

    reLack

    ofmaterials

    10Planning

    and

    schedu

    ling

    Estim

    ation/

    planning

    errors

    Wrong

    time

    plan

    predictio

    n

    Ineffi

    cient

    planning

    11Design

    Delay

    indesig

    nDesign

    changes

    Hurry

    indesig

    nMisd

    esign

    Non

    qualified

    desig

    ners

  • 8 Journal of Construction Engineering

    Table 4: All project risks categorization gathered from literature review.

    Environmental and social Legal factors Economic factors

    (i) Brutality(ii) Assaults(iii) Neglect(iv) Seasonal work(v) Unstable security situation(vi) Environmental pollution(vii) Incorrect or incompleteenvironmental analysis

    (i) Disputes(1) Delays in the analysis of disputes(2) Legal disputes between thestakeholders involved in theconstruction project(3) Lack of mediators to acceleratesolving of dispute(ii) Contracts(1) Delays in payment(2) Ambiguities in the contract

    (i) Inflation(ii) Investment(iii) Changing currency value(iv) Economic instability(v) Changing rules and standards(vi) Contractor financial failure(vii) Unmanaged cash flow(viii) Consulting cost(ix) Political interruptions(x) Market situation(xi) Work law ambiguities

    Political Design Execution

    (i) New government legislation ornew rules(ii) Exchange rate fluctuations(iii) Monopoly of raw materials due to theunexpected political conditions(iv) Internal and external politics(v) War(vi) The influence of pressure groups andlobbying by interest groups(vii) Sanction

    (i) Nonqualified designer(ii) Incorrect choice of raw materials(iii) The need for design based onexceptions(iv) Errors in estimating/scheduling(v) Out-of-date documents for design(vi) Complexity of design phase ofproject(vii) Duplication(viii) Design changes(ix) Inconsistency between registry ofvalues, design, and specifications(x) Hurry in design(xi) Changes in process of works

    (i) Delays in executive plan confirmation(ii) Available resources(iii) Events(iv) Bad design(v) Deviations between spec. andimplementation(vi) Incorrect size and values(vii) The complexity of the projectimplementation(viii) Difficulty in accessing the project yard(ix) The difference between the actual valueswith the values in the contract(x) Poor weather conditions(xi) Installation of equipment(xii) Permits and licenses(xiii) Surface and subsurface water condition(xiv) Implementation method(xv) Events during execution(xvi) Delayed, incomplete, and incorrectreviews(xvii) Contradiction of cost, time, scope,and qualitative objectives

    Unexpected and nonpreventable events Project management Contract

    (i) Flood(ii) Fire(iii) Earthquake(iv) Lightning

    (i) Losing experienced staffs(ii) Change in managerial methods(iii) Not to assign tasks to experiencedstaff(iv) Many projects to manage(v) Inappropriate project team(vi) Mismanagement of contracts(vii) Rush at auction(viii) Commands to change withoutdocument

    (i) Changing priorities in existing programs(ii) Changes in the budget for the financialyear(iii) Late changes requested by shareholders(iv) New shareholders(v) Cheating(vi) Ambiguity of planning

    Planning and scheduling Human resources Resources and Equipment

    (i) Conflicting goals of cost, time, quality,and scope(ii) Uncertain constraints and lack ofplanning(iii) Estimation/planning errors(iv) Wrong time plan prediction(vi) Weaknesses in project definition andultimate performance(vii) Lack of specialized staff

    (i) Supplying manpower(ii) Efficiency of manpower(iii) Lack of specialists(iv) Human resources turnover

    (i) Machinery failure(ii) Machinery performance(iii) Spare parts supply(iv) Low quality equipment(v) Theft of equipment(vi) Lack of access to machinery orequipment(vii) Lack of materials(viii) Delay in supplying materials(ix) Theft of materials

  • Journal of Construction Engineering 9

    Table 4: Continued.

    Owners Contractors Consultants(i) Delay in payments to contractors(ii) Owner interference(iii) Owner’s delay in decision-making(iv) Methods of contractor selection(v) Unsuitable forecast period for projectimplementation(vi) Change in project tasks(vii) Owner’s administrative bureaucracy

    (i) Small contractors(ii) Lack of contractors experience(iii) Workshop mismanagement(iv) Inefficient planning(v) Contractor financial power(vi) Errors during execution(vii) Contractors delays(viii) Contractors mismanagement

    (i) Lack of consultant knowledge aboutcontract(ii) Delay in the approval of executive plans(iii) Quality control/assurance(iv) Expectations for approval tests andinvestigations(v) Consultants delays

    Stakeholders relationships Procurement management Risk management

    (i) Conflict between stakeholders

    (i) Limited time(ii) Underestimation of requirements(iii) Overestimation of requirements(iv) Misinterpretation of requirements(v) Insufficient budget(vi) Mismanagement of risks(vii) Dishonesty and unethicalrelationship

    (i) Inattention to risks(ii) Deficiency of people involved in riskmanagement(iii) Lack of training(iv) Lack of cooperation among teammembers(v) Lack of control and complexity ofchanges(vi) Lack of knowledge(vii) Weak relationship between projectstakeholders(viii) Unavailability of information

    Quality management Project initiation risks Control

    (i) Low quality due to limited timeframe(ii) Quality of equipment(iii) Manpower productivity(iv) Raw material(v) Construction(vi) Design(vii) Mapping(viii) Laboratory

    (i) Unsuitable estimation of customers(ii) Unsuitable estimation ofcustomer’s requirements(iii) Vague definition and constantchanges in the project(iv) Choosing high risk lands(v) Unsuitable marketing(vi) Unsuitable feasibility study(vii) The lack of a precise definition ofthe project

    (i) Lack of integrity in control of differentareas(ii) Delays in reporting and identifying thecorrective control(iii) Lack of coordination between thecontrol and implementation(iv) Different levels of control

    concerned, but using these two elements is not sufficient andcannot cover all aspects of risk management. Additionally,the above-mentioned items also cannot handle the relationbetween different risk drivers. Choosing AHP method toprioritize the risks is a way to overcome the limitations of theclassic method.

    As discussed before, managing our case study in west ofTehran due to high levels of investment on it requires usingadvanced level of risk management. Cost, time, and qualitywere three main items on which managers mostly focus tocontrol the projects, but risk management by itself should benoticed as a factor that affects other items. Accordingly, tofinalize the project and meet predefined objectives in cost,time, and quality, riskmanagement should be concerned par-allel with other objectives. Identification and prioritization ofrisks in this project can be useful as a managerial toolkit toreduce project failures.

    In this project also risks of Project Life Cycle have beenidentified and shared with project experts in the mentionedcompany; then all gathered ideas and solutions were sharedwith project managers to reduce project costs.

    These results help managers to focus on the most impor-tant risks and problems. Based on the prioritization resultsby experts ideas, from all the 11 groups of identified risks,

    financial risks and projectmanagement risks were of themostimportance.

    Reducing financial risk in our project needs integratedand quantitative management of finance with focus oneconomic risks which can have an effective role in reducingtotal risk of project.

    Project management risk is another important riskamong our priorities whichmainly happens due to the lack ofappropriate experience of the people involved in the projector unsuitable controlling of the human resources. Suggestedsolutions to reduce this risk are increasing the knowledgelevel of the human resources, internal and external train-ing, hiring experienced human resources, establishment ofprojectmanagement software, defining rules and responsibil-ities of the people, and routine reporting from the system. Inthis study, all risks are considered during life cycle of project.For further study, the ranking of risks from the perspectiveof the employer, contractor, and consultant will be proposed.Additionally, giving weight to experts and using statisticalmethods for prioritization of risks are recommended.

    Appendix

    See Table 4.

  • 10 Journal of Construction Engineering

    Conflict of Interests

    The authors declare that there is no conflict of interestsregarding the publication of this paper.

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