Study on effects of time-space of retaining structures of the deep-foundation pit excavation
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Study on effects of time-space of retaining structures of the deep-foundation pit excavation
Vol. 24, Issue 5, (2003)
作者机构:
1. 南京大学 地球科学系,江苏,南京,210093
2. 南京工业大学 土木工程学院,江苏,南京,210009
3. 成都理工大学 环境与土木工程学院,四川,成都,610059
作者简介:
基金信息:
DOI:
CLC:TU433
Online First:19 August 2014,
Published:2003
稿件说明:
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LI Jun-cai, ZHANG Zhuo-yuan, LUO Guo-yu. Study on effects of time-space of retaining structures of the deep-foundation pit excavation[J]. 2003, 24(5).
DOI:
LI Jun-cai, ZHANG Zhuo-yuan, LUO Guo-yu. Study on effects of time-space of retaining structures of the deep-foundation pit excavation[J]. 2003, 24(5).DOI:
Study on effects of time-space of retaining structures of the deep-foundation pit excavation
borehole cast-in-place concrete pile multi-arch retaining structure are adopled for a certain deep-foundation pit excavation in Nanjing city. Based on the in-situ measured data in excavation and construction of foundation
the time-space effects of deformations of different retaining structures and outside soil under the same engineering geological and hydrogeological conditions and construction condition are studied.