Model for Evaluating Uncertain Project Duration Considering Construction Interface Problems

Article Preview

Abstract:

Many probabilistic scheduling models have been developed to determine the duration of construction projects. However, these models are not appropriate to capture the effect of the factors that are involved construction interface problems on the durations of multiple activities. This work presents a simulation-based probabilistic scheduling model that includes the impact of construction interface problems on the duration of building projects. The proposed model is established according to an activity duration model and a work-group (WG)-based schedule network. The activity duration model is applied to reflect the effects of general factors on the duration of each activity; the WG-based schedule network is employed to evaluate the effects of construction interface problems on the durations of multiple activities. The results of applying the proposed model to an example project reveal that the duration of a project can be over-optimistically estimated if the effects of construction interface problems are neglected.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1160-1169

Citation:

Online since:

December 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] H.N. Ahuja, V Nandakumar, Simulation model to forecast project completion time, J. Constr. Eng. M. ASCE. 111(4) (1985) 325-342.

DOI: 10.1061/(asce)0733-9364(1985)111:4(325)

Google Scholar

[2] A.M. Al-Hammad, Al-Hammad, Interface problems between owners and designers, J. Perform. Constr. Fac. 10(3) (1996) 123-126.

DOI: 10.1061/(asce)0887-3828(1996)10:3(123)

Google Scholar

[3] A.M. Al-Hammad, Common interface problems among various construction parties, J. Perform. Constr. Fac. 14(2) (2000) 71-74.

DOI: 10.1061/(asce)0887-3828(2000)14:2(71)

Google Scholar

[4] P. Awakul, S.O. Ogunlana, The effect of attitudinal differences on interface conflicts in large scale construction projects: a case study, Constr. Manag. Econ. 20 (2002) 365-377.

DOI: 10.1080/01446190210133456

Google Scholar

[5] Q. Chen, G. Richard, Y. Beliveau, Multiperspective approach to exploring comprehensive cause factors for interface issues, J. Constr. Eng. M. ASCE. 134(6) (2008) 432-441.

DOI: 10.1061/(asce)0733-9364(2008)134:6(432)

Google Scholar

[6] Q. Chen, G. Richard, Y. Beliveau, Object model framework for interface modeling and IT-Oriented Interface Management, J. Constr. Eng. M. ASCE. 136(2) (2010) 187-198.

DOI: 10.1061/(asce)co.1943-7862.0000120

Google Scholar

[7] T.M. Korman, M.A. Fisher, C.B. Tatum, Knowledge and reasoning for MEP coordination, J. Constr. Eng. M. ASCE. 129(6) (2003) 627-634.

DOI: 10.1061/(asce)0733-9364(2003)129:6(627)

Google Scholar

[8] T.M. Korman, C.B. Tatum, Prototype tool for mechanical, electrical, and plumbing coordination, J. Comput. Civil. Eng. 20(1) (2006) 38-48.

DOI: 10.1061/(asce)0887-3801(2006)20:1(38)

Google Scholar

[9] K.C. Lai, S.C. Kang, Collision detection strategies for virtual construction simulation, Automat. Constr. 18 (2009) 724-736.

DOI: 10.1016/j.autcon.2009.02.006

Google Scholar

[10] Y.C. Lin, Developing construction network-based interface management system, Proceedings of Construction Research Congress, ASCE, April 5-7 2009, Seattle, Washington.

Google Scholar

[11] J.C. Martinez, STROBOSCOPE: State and resource based simulation of construction processes, PhD dissertation, University of Michigan, Ann Arbor, Mich. (1996).

Google Scholar

[12] J.J. Moder, C.R. Philips, E.W. Davis, Project Management with CPM, PERT and Precedence Diagramming, 3rd Edition. Van Nostrand Reinhold, New York, (1983).

Google Scholar

[13] T.C. Pavitt, A.G.F. Gibb, Interface management within construction: in particular, building façade, J. Constr. Eng. M. ASCE. 129(1) (2003) 8-15.

DOI: 10.1061/(asce)0733-9364(2003)129:1(8)

Google Scholar

[14] D.R. Riley, P. Varadan, J.S. James, H.R. Thomas, Benefit-cost metrics for design coordination of mechanical, electrical, and plumbing systems in multistory buildings, J. Constr. Eng. M. ASCE. 131(8) (2005) 877-889.

DOI: 10.1061/(asce)0733-9364(2005)131:8(877)

Google Scholar

[15] D.D. de. Saram, S.M. Ahmed, Construction coordination activities: what is important and what consumes time, J. Manage. Eng. 17(4) (2001) 202-213.

DOI: 10.1061/(asce)0742-597x(2001)17:4(202)

Google Scholar

[16] F.C. Siao, Y.C. Lin, Enhancing construction interface management using multilevel interface matrix approach, J. Civ. Eng. Manag. 18(1) (2012) 133-144.

DOI: 10.3846/13923730.2012.657368

Google Scholar

[17] C.B. Tatum, T. Korman, Coordinating building systems: process and knowledge, J. Archit. Eng. 6(4) (2000) 116-121.

DOI: 10.1061/(asce)1076-0431(2000)6:4(116)

Google Scholar

[18] TRTS. Engineering documentation coordinating and control guidelines, Standard Operating Procedure of TRTS project, Taipei Metropolitan Rapid Transit Inc., Taiwan, (1991).

Google Scholar

[19] W.C. Wang, L.A. Demsetz, Model for evaluating networks under correlated uncertainty – NETCOR, J. Constr. Eng. M. ASCE. 126(6) (2000) 458-466.

DOI: 10.1061/(asce)0733-9364(2000)126:6(458)

Google Scholar

[20] J.P. Zhang, Z.Z. Hu, BIM- and 4D-based integrated solution of analysis and management for conflicts and structural safety problems during construction: 1. Principles and methodologies, Automat. Constr. 20 (2011) 155-166.

DOI: 10.1016/j.autcon.2010.09.013

Google Scholar