2026-06-06T19:51:08+03:30 http://ijce.iust.ac.ir/browse.php?mag_id=57&slc_lang=en&sid=1

57-699 2026-06-06 10.1002

International Journal of Civil Engineering IJCE 1735-0522 2283-3874 2013 11 1 ZH. ZHANG zhangzhe@njust.edu.cn J. XU To improve the construction efficiency of the Longtan Hydropower Project, this paper studies the multi-mode resourceconstrained project scheduling problem in its Drilling Grouting Construction Project. A multiple objective decision making model with bi-random coefficients is first proposed for this practical problem to cope with hybrid uncertain environment where twofold randomness exists. Subsequently, to deal with the uncertainties, the chance constraint operator is introduced and the equivalent crisp model is derived. Furthermore, the particular nature of our model motivates us to develop particle swarm ptimization algorithm for the equivalent crisp model. Finally, the results generated by computer highlight the performances of the proposed model and algorithm in solving large-scale practical problems. Optimization model Large scale scheduling Resource-constrained Bi-random coefficients Multi-mode 2013 3 01 1 13 http://ijce.iust.ac.ir/article-1-699-en.docx

57-646 2026-06-06 10.1002

International Journal of Civil Engineering IJCE 1735-0522 2283-3874 2013 11 1 F. Nasirzadeh f.nasirzadeh@gmail.com M. Khanzadi khanzadi@iust.ac.ir A. Afshar a_afshar@iust.ac.ir S. Howick susan.howick@strath.ac.uk This research presents a dynamic mathematical system for modeling and simulating the quality management process in construction projects. Through sets of cause and effect feedback loops, all factors that internally and externally affect the quality management process are addressed. The proposed system integrates fuzzy logic with system dynamics simulation scheme to consider the uncertainties associated with the model parameters and estimation of the extra cost and time due to quality defects. Quantification of the consequences of the quality failures is performed based on the α-cut representation of fuzzy numbers and interval analysis. The proposed approach is efficient in modeling and analyzing a quality management process which is complex and dynamic in nature and involves various uncertainties. The proposed approach is implemented in a real submarine water supply pipe line project in order to evaluate its applicability and performance. The negative impacts resulting from quality failures are simulated. These negative impacts are mitigated by the implementation of alternative solutions. Fuzzy logic Modeling Quality management Simulation System dynamics 2013 3 01 14 22 http://ijce.iust.ac.ir/article-1-646-en.doc

57-534 2026-06-06 10.1002

International Journal of Civil Engineering IJCE 1735-0522 2283-3874 2013 11 1 J. S. Yi jsyi@ewha.ac.kr C. W. Koo cwkoo@hanmiparsons.com S. H. Park parksh@hanmiparsons.com O. K. Kwon okkwon@hanmiparsons.com Construction industry consists of several phases in which a variety of stakeholders are involved. As construction projects are becoming larger, more complex and more diverse, the design phase has been more important factor for the success of projects than ever before. However, it is considered that most of design work occurred in actual design process is intangible. Such recognition makes the design phase more unsystematic and arbitrary, which finally weakens the competitiveness of whole project. In order to solve these problems, this study developed a web-based system for integrated design management (IDMS) which consists of 8 modules including design document, schedule, quality, and building permit management. This section is intended to validate the system implementation and its effectiveness. Two characteristics have made this research significantly different from previous studies. First of all, users of the system including architects and other design professionals were continuously involved starting from the development phase to the validation phase. The other unique characteristic is that the actual design project was applied as a test bed in the final verification stage. The research team applied the actual data which had been generated while each business process, and verified the effectiveness of system implementation. The authors expect that such a user-centered approach enable the system more robust and effective. management web-based system participatory design use-case modeling scenario-based method 2013 3 01 23 32 http://ijce.iust.ac.ir/article-1-534-en.doc

57-476 2026-06-06 10.1002

International Journal of Civil Engineering IJCE 1735-0522 2283-3874 2013 11 1 A. Shariat Mohaymany shariat@iust.ac.ir M. Babaei babaei@iust.ac.ir Since the 1990’s, network reliability has been considered as a new index for evaluating transportation networks under uncertainty. A large number of studies have been revealed in the literature in this field, which are mostly dedicated to developing relevant measures that can be utilized for the evaluation of vulnerable networks under different sources of uncertainty, such as daily traffic flow fluctuations, natural disasters, weather conditions, and so fourth. This paper addresses the resource allocation problem in vulnerable transportation networks, in which multiple performance reliability measures should be met at their desired levels, while the overall cost of upgrading links’ performances should be minimized simultaneously. For this purpose, a new approach has been considered to formulate the two well-known performance measures, connectivity and capacity reliability, along with their application in a bi-objective nonlinear mixed integer goal programming model. In order to take into account the uncertain conditions of supply, links’ capacities have been assumed to be random variables and follow normal distribution functions. A computationally efficient method has been developed that allows calculating the network-wise performance indices simply by means of a set of functions of links’ performance reliabilities. Using this approach, as the performance reliability of links are themselves functions of the random links’ capacities, they can be simply calculated through numerical integration. To achieve desirable levels for both connectivity reliability and capacity reliability (as network-wise performance reliability measures) two distinct objectives have been considered. One of the objectives seeks to maximize each of the measures regardless of what is happening to the other objective function which minimizes the budget. Since optimization models with two conflicting objectives cannot be solved directly, the well-known goal attainment multi-objective decision-making (MODM) approach has been adapted to formulate the model as a single objective model. Then the resultant single objective model has been solved through the generalized gradient method, which is a straightforward solution algorithm coded in existing commercial software such as MATLAB programming software. To show the applicability of the proposed model, numerical results are provided for a simple network. Also, to show the sensitiveness of the model to decision maker’s direction weights, the results of sensitivity analysis are presented.. Network design Resource allocation Multi-objective programming Urban transportation networks Connectivity reliability Capacity reliability. 2013 3 01 33 42 http://ijce.iust.ac.ir/article-1-476-en.doc

57-435 2026-06-06 10.1002

International Journal of Civil Engineering IJCE 1735-0522 2283-3874 2013 11 1 Sh. Afandizadeh zargari@iust.ac.ir H. Khaksar khaksar@iust.ac.ir N. Kalantari kalantari@iust.ac.ir In this paper, a new approach was presented for bus network design which took the effects of three out of four stages of the bus planning process into account. The presented model consisted of three majors steps 1- Network Design Procedure (NDP), 2- Frequency Determination and Assignment Procedure (FDAP), and 3- Network Evaluation Procedure (NEP). Genetic Algorithm (GA) was utilized to solve this problem since it was capable of solving large and complex problems. Optimization of bus assignment at depots is another important issue in bus system planning process which was considered in the presented model. In fact, the present model was tested on Mandl’s bus network which was a benchmark in Swiss network and was initially employed by Mandl and later by Baaj, Mahmassani, Kidwai, Chakroborty and Zhao. Several comparisons indicated that the model presented in this paper was superior to the previous models. Meanwhile, none of the previous approaches optimized depots assignment. Afterwards, sensitivity analysis on GA parameters was done and calculation times were presented. Subsequently the proposed model was evaluated thus, Mashhad bus network was designed using the methodology of the presented model. Assignment Genetic Network design 2013 3 01 43 52 http://ijce.iust.ac.ir/article-1-435-en.doc

57-595 2026-06-06 10.1002

International Journal of Civil Engineering IJCE 1735-0522 2283-3874 2013 11 1 R. Prasanna Kumar prasanna@civil.sastra.edu G. Dhinakaran gd@civil.sastra.edu Delay is one of the principal measures of performance used to determine the Level of Service (LOS) at signalized intersections and several methods have been widely used to estimate vehicular delay. Very few studies only have been carried out to estimate delay at signalized intersections under mixed traffic conditions prevailing in developing countries like India. In the present study, various problems associated with delay estimation under mixed traffic conditions in a developing country (India) and the methods to over come them were discussed and an attempt was made to improve the accuracy estimating the same. Five isolated signalized intersections from a fast developing industrial city located in TamilNadu, India were chosen for the study. Site specific PCU values were developed considering the static and dynamic characteristics of vehicles. Saturation flow was also directly measured in the field for the prevailing roadway, traffic and signalized conditions and expressed in PCU/h. Control delay was also measured following HCM 2000 guidelines. Later, this was compared with that estimated from the theoretical delay model. Even after taking several measures, good correlation between observed and predicted delay could not be obtained. Therefore, in the present scenario field measured control delay was taken into account to define LOS. A new criteria for Indian cities recently published in the literature was used to assign LOS grades of study intersections and found to be better reflecting the field conditions. delay signalized intersections mixed traffic PCU saturation Flow LOS 2013 3 01 53 59 http://ijce.iust.ac.ir/article-1-595-en.doc

57-617 2026-06-06 10.1002

International Journal of Civil Engineering IJCE 1735-0522 2283-3874 2013 11 1 M. Ameri Ameri@iust.ac.ir J. Shahi jalil@iust.ac.ir H. Khani sanij khani@iust.ac.ir The use of geotextiles to postpone reflective cracks in asphalt overlay is a popular practice, so researchers are eager to calculate its structural value. This research study has focused on this issue for geotextiles used in the roads of Iran. Twelve sections from the Tehran-Qom road were tested each examined before and after construction of the overlay. The tests were of the Falling Weight Deflectometer type, and at least twelve tests were conducted each time. The data from five sections (four for developing the model and one for evaluating the output) allowed a new mathematical model to be developed. For the seven remaining sections, some foreign and Iranian geotextiles were used as interlayers. The mean structural value for all of the geotextiles was equivalent to that of a 2.92 cm-thick Hot Mix Asphalt overlay, while that for only the Iranian sections was equivalent to 2.28 cm. Economic evaluations, based on construction costs, showed that in 2011 the use of geotextiles was economical in Iran, because fuel and bitumen subsidies had been eliminated and different geotextile brands had been brought to market in the country. Structural value Geosynthetics Geotextile Falling Weight deflectometer Non-destructive test Hot mix asphalt 2013 3 01 60 66 http://ijce.iust.ac.ir/article-1-617-en.docx