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contributor authorMin-Lung Yang
contributor authorSheng-Jin Chen
contributor authorShun-Tyan Chen
date accessioned2017-05-08T20:43:16Z
date available2017-05-08T20:43:16Z
date copyrightJanuary 2006
date issued2006
identifier other%28asce%290733-9364%282006%29132%3A1%2858%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24709
description abstractA central opening strut system is used to support a diaphragm wall for foundation excavation. This system contains at least one regular polygon module and a number of straight strut members. These strut members connect the diaphragm wall and the regular polygon module together, so that the earth pressure acting on the diaphragm wall in one direction can be transmitted to the diaphragm wall in the other directions by the arch action of this polygon module. In this research, the basic structural behavior of the central opening strut system is examined. A full-scale structural testing of the joint subassemblage is also performed to examine the ultimate strength of the joint. A construction site with five excavation stages and four layers of strut systems is chosen as the case study. The
publisherAmerican Society of Civil Engineers
titleInnovative Central Opening Strut System for Foundation Excavation
typeJournal Paper
journal volume132
journal issue1
journal titleJournal of Construction Engineering and Management
identifier doi10.1061/(ASCE)0733-9364(2006)132:1(58)
treeJournal of Construction Engineering and Management:;2006:;Volume ( 132 ):;issue: 001
contenttypeFulltext


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