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contributor authorIng Hieng Wong
contributor authorTeoh Yaw Poh
contributor authorHan Leong Chuah
date accessioned2017-05-08T21:26:09Z
date available2017-05-08T21:26:09Z
date copyrightJuly 1997
date issued1997
identifier other%28asce%291090-0241%281997%29123%3A7%28617%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51372
description abstractThe construction of the tunnels in the Central Expressway (CTE) Phase II of Singapore involved deep excavations. An extensive instrumentation program was carried out alongside the excavations to monitor the behavior of the temporary support systems. In this paper, the performance of the deep excavations in mixed-soil profiles in the construction of the CTE Phase II is presented and discussed. Emphasis will be given to the lateral wall deflections, soil settlements, and prop loads. The instrumentation resultings from the construction of the CTE Phase II shows that for excavations with a combined thickness of soft-soil layers (including fillor top-soil layer) of less than 0.9
publisherAmerican Society of Civil Engineers
titlePerformance of Excavations for Depressed Expressway in Singapore
typeJournal Paper
journal volume123
journal issue7
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(1997)123:7(617)
treeJournal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 007
contenttypeFulltext


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