Investigation on tunnelling-induced soil pressure changes, a modified trapdoor test study

Author:

Li Yao,Dong Xing,Du Xuchao,Guo Zhanglong,Chen Houxian,Han Ruida

Funder

Ministry of Education of the People's Republic of China

Shaanxi University of Science and Technology

Fundamental Research Funds for the Central Universities

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference46 articles.

1. Experimental study on the distribution of earth pressure and surface settlement through three-dimensional trapdoor tests;Adachi;Tunn. Undergr. Sp. Tech.,2003

2. Experimental investigation of soil arching mobilization and degradation under localized surface loading;Al-Naddaf;J. Geotech. Geoenviron.,2019

3. Trapdoor model tests on loosening earth pressure and failure mode of loosening zone in sand;Chen;J. Cent. South. Univ. (Sci. Technol.),2019

4. Modified Terzaghi loozening earth pressure based on theory of main stress axes rotation;Chen;Rock Soil Mech.,2010

5. Experimental and discrete element modeling studies of the trapdoor problem: influence of the macro-mechanical frictional parameters;Chevalier;Acta Geotech.,2012

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