Effect of the symmetrical eccentric load on the soil arching effect in granular soil via 2D DEM trapdoor tests: An insight from particle motion to mechanical behaviour

Author:

Ou Xiaoduo,Yin Sensen,Gong JianORCID,Jiang Jie,Chen Mingxi

Funder

Specific Research Project of Guangxi for Research Bases and Talents

Institute of Rock and Soil Mechanics, Chinese Academy of Sciences

Science and Technology Major Project of Guangxi

State Key Laboratory of Geomechanics and Geotechnical Engineering

China Postdoctoral Science Foundation

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference46 articles.

1. U.H.K. Luscher, The action of soil around buried tubes, in: In Proceedings of the 6th 797 international conference on soil mechanics and foundation engineering, University of Toronto Press., Toronto, Canada, 1964.

2. Classification and characteristics of soil arching structures in pile-supported embankments;Lai;Comput. Geotech.,2018

3. Greenfield tunnelling in sands: the effects of soil density and relative depth;Franza;Géotechnique,2019

4. The soil arching effect induced by shield tunnelling under asymmetric surface loading;He;Comput. Geotech.,2023

5. K. Terzaghi, Stress distribution in dry and in saturated sand above a yielding trap-door (1936).

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