Soil disturbance induced by shield tunnelling in sensitive clay: In situ test and analyses

Author:

Gao Fei,Ye Junneng,Zhao Chuang,Bian Xuecheng

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering

Reference28 articles.

1. Failure investigation at a collapsed deep excavation in very sensitive organic soft clay;Chen;J Perform Constr Facil,2015

2. Ground movement induced by parallel EPB tunnels in silty soils;Chen;Tunn Undergr Space Technol,2011

3. Chen Y, Hu Q, Chen R. Soil disturbance by the collapse of retaining wall for a pit excavation and the induced additional settlement: a case study of Hangzhou Metro Xianghu Station. China Civil Eng J 2014;47(7):110-117 [in Chinese].

4. Code for monitoring measurement of urban rail transit engineering, GB50911-2013 [in Chinese].

5. Adaptive neuro fuzzy inference system based on fuzzy c-means clustering algorithm, a technique for estimation of TBM penetration rate;Fattahi;Int J Optim Civil Eng,2016

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