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contributor authorToshi Nomoto
contributor authorShinichiro Imamura
contributor authorToshiyuki Hagiwara
contributor authorOsamu Kusakabe
contributor authorNariaki Fujii
date accessioned2017-05-08T21:26:42Z
date available2017-05-08T21:26:42Z
date copyrightApril 1999
date issued1999
identifier other%28asce%291090-0241%281999%29125%3A4%28289%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51698
description abstractA large number of centrifuge model tests for simulating the shield construction process in dry sand was carried out by using a newly developed 100 mm diameter miniature shield tunnel. Different construction processes were modeled by three series of tests. A “buried tube test” was conducted to measure the lining stress under a centrifugal acceleration, a “tail void test” simulated the process of tail void formation only, and a “shield test” dealt with the complete process of shield construction. Lining stresses, transverse and longitudinal surface settlements, and earth pressures around the tunnel were simultaneously measured during advancement of the shield at a centrifugal acceleration of 25
publisherAmerican Society of Civil Engineers
titleShield Tunnel Construction in Centrifuge
typeJournal Paper
journal volume125
journal issue4
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(1999)125:4(289)
treeJournal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 004
contenttypeFulltext


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