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盾构法隧道引起的地表变形分析
引用本文:张云,殷宗泽,徐永福. 盾构法隧道引起的地表变形分析[J]. 岩石力学与工程学报, 2002, 21(3): 388-392
作者姓名:张云  殷宗泽  徐永福
作者单位:1. 南京大学地球科学系,南京,210093
2. 河海大学岩土工程研究所,南京,210098
3. 上海隧道工程股份有限公司施工技术研究所,上海,200233
摘    要:在分析盾构法隧道引起地表变形的原因的基础上,将盾尾空隙的大小、注浆充填的程序、隧道壁面土体受扰动的程度和范围等对地层位移有着重要影响,而在实际工程中又难于分别量化的因素,概化为一均质、等厚的等代层,分析了地表变形对等代层参数的敏感性。在有实测位移的情况下,可运用位移反分析法较准确地获取等代层的参数。实例分析表明,这种处理方法用于实际工程中能取得合理的、令人满意的结果。

关 键 词:盾构法 隧道 三维有限元 等代层 地表变形
文章编号:1000-6915(2002)03-0388-05
收稿时间:2000-05-18
修稿时间:2000-05-18

ANALYSIS ON THREE-DIMENSIONAL GROUND SURFACE DEFORMATIONS DUE TO SHIELD TUNNEL
Zhang Yun,Ying Zongze,Xu Yongfu. ANALYSIS ON THREE-DIMENSIONAL GROUND SURFACE DEFORMATIONS DUE TO SHIELD TUNNEL[J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 21(3): 388-392
Authors:Zhang Yun  Ying Zongze  Xu Yongfu
Abstract: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.
Keywords:shield tunnel  three-dimensional FEM  equivalent circle zone  ground surface deformations
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