Deformation and stress characteristics of existing twin tunnels induced by close-distance EPBS under-crossing

Author:

Chen Ren-Peng,Lin Xing-Tao,Kang Xin,Zhong Zhi-Quan,Liu Yuan,Zhang Pin,Wu Huai-Na

Funder

National Key Research and Development Program of China

National Natural Science Foundation of China

Provincial Key Research and Development Program of Hunan

Industrial Technology and Development Program of Zhongjian Tunnel Construction Co., Ltd.

Research Program of Changsha Science and Technology Bureau

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference46 articles.

1. Twin tunnel interaction: surface and subsurface effects;Addenbrooke;Int. J. Geomech.,2001

2. Numerical Investigation of Tunnelling Beneath Existing Tunnels. Ph.D. Thesis;Avgerinos,2014

3. Numerical investigation of the effects of tunnelling on existing tunnels;Avgerinos;Géotechnique,2017

4. Urban underground space: solving the problems of today’s cities;Broere;Tunn. Undergr. Space Technol. Incorporat. Trenchless Technol. Res.,2016

5. Effects of construction sequence and cover depth on crossing-tunnel interaction;Boonyarak;Can. Geotech. J.,2014

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