Construction planning of a large project

By: Call Number: AIT Thesis no. ST-88-20 Contributor(s): Material type: TextSeries: Asian Institute of Technology. Thesis ; no. ST-88-20Publication details: Bangkok : Asian Institute of Technology, 1988Description: 160 pSubject(s): Online resources: Dissertation note: Thesis (M.Eng.) - Asian Institute of Technology, 1988 Summary: This study attempted to apply the concepts of construction planning to a large civil engineering project consisting of three earth dams . Various activities to be executed were identified, construction methods were suggested, the durations of various activities were estimate d, and construction sequences were proposed for maximum productivity at minimum cost . A d e tailed discussion of major work items were presented and a CPM (Critical Path Method) network mod e l was us e d to portray the proposed construction plan . The reliability of the plan was then tested through comparison with actual field situation .
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20-AIT Publication Asian Institute of Technology Library AIT Publications AIT Thesis no. ST-88-20 (Browse shelf(Opens below)) 1 Available 30050003063889
20-AIT Publication Asian Institute of Technology Library AIT Publications AIT Thesis no. ST-88-20 (Browse shelf(Opens below)) 2 Available 30050003063905
40-Archives Asian Institute of Technology Library Archives AIT Thesis no. ST-88-20 (Browse shelf(Opens below)) 1 Available 30050160011416
20-AIT Publication Asian Institute of Technology Library Archives AIT Thesis no. ST-88-20 (Browse shelf(Opens below)) 3 Available 30050120927479

A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology

Thesis (M.Eng.) - Asian Institute of Technology, 1988

This study attempted to apply the concepts of construction planning to a large civil engineering project consisting of three earth dams . Various activities to be executed were identified, construction methods were suggested, the durations of various activities were estimate d, and construction sequences were proposed for maximum productivity at minimum cost . A d e tailed discussion of major work items were presented and a CPM (Critical Path Method) network mod e l was us e d to portray the proposed construction plan . The reliability of the plan was then tested through comparison with actual field situation .

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