Theoretical analysis of the barrier effect of embedded isolation piles on tunneling-induced vertical ground displacements

Author:

Cao Liqiang,Chen Xiangsheng,Shen Xiang,Zhang Dingli,Su Dong,Fang Huangcheng

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference55 articles.

1. Effect of a row of soldier piles on the settlement of adjacent buildings due to tunnelling: numerical study;Abdolhosseinzadeh;Int. J. Geotech. Eng.,2020

2. Key protection techniques adopted and analysis of influence on adjacent buildings due to the Bund Tunnel construction;Bai;Tunn. Undergr. Space Technol.,2014

3. Use of diaphragm walls to mitigate ground movements induced by tunnelling;Bilotta;Géotechnique,2008

4. Use of a line of piles to prevent damages induced by tunnel excavation;Bilotta;J. Geotech. Geoenviron. Eng.,2011

5. Bilotta, E., Russo, G., Viggiani, C., 2006. Numerical study of a measure for mitigating ground displacements induced by tunnelling. Geotechnical Aspects of Underground Construction in Soft Ground, Bakker, Bezuijen, Broere and Kwast (Eds.), Taylor and Francis Group, London, pp. 357−362.

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