%0 Journal Article
%T ANALYSIS ON THREE-DIMENSIONAL GROUND SURFACE DEFORMATIONS DUE TO SHIELD TUNNEL
盾构法隧道引起的地表变形分析
%A Zhang Yun
%A Ying Zongze
%A Xu Yongfu
%A
张云
%A 殷宗泽
%A 徐永福
%J 岩石力学与工程学报
%D 2002
%I
%X Based on understanding the reason of ground surface deformations resulting from the construction of shield tunnel,the effects of the shield tail void,the degree of filling grout and the disturbance of soil around the tunnel on the ground deformations are generalized as an equivalent circle zone,and the degree of sensitivity of the surface deformation to its parameters is also discussed. With the measured data,the parameters of equivalent circle zone can be obtained by back analysis of soil displacement. The case study shows that the proposed method is reasonable and satisfying in actual engineering.
%K shield tunnel
%K three-dimensional FEM
%K equivalent circle zone
%K ground surface deformations
盾构法
%K 隧道
%K 三维有限元
%K 等代层
%K 地表变形
%U http://www.alljournals.cn/get_abstract_url.aspx?pcid=5B3AB970F71A803DEACDC0559115BFCF0A068CD97DD29835&cid=D3421FAA1A0A0F0C&jid=35E747D791A1346351AFB523B7FA35CB&aid=1FDC110E3A4325AF&yid=C3ACC247184A22C1&vid=659D3B06EBF534A7&iid=38B194292C032A66&sid=3BAAE0DA6093AC05&eid=5A735990D5DE8BF4&journal_id=1000-6915&journal_name=岩石力学与工程学报&referenced_num=87&reference_num=6