Theoretical Analysis of Lateral Soil Arching Effect for Sand with Retaining Wall Under Inner Convex Deformation Mode

Author:

Chen Renpeng,Xu Yong,Wang Han-Lin,Meng Fan-yan

Publisher

Elsevier BV

Reference33 articles.

1. An improved 3D wedge-prism model for the face stability analysis of the shield tunnel in cohesionless soils;R P Chen;Acta Geotechnica,2015

2. Soil arching effect associated with ground movement and stress transfer adjacent to braced excavation in clayey ground;R P Chen;Journal of Geotechnical and Geoenvironmental Engineering,2023

3. Essai sur une application des regles de maximis et minimis a quelques problemes de statique relatifs a 1;C A Coulomb;architecture. Mem. Div. Sav. Acad,1773

4. Sand deformation mechanisms mobilised with active retaining wall movement;C Deng;G�otechnique,2022

5. Static earth pressures with various wall movements;Y S Fang;Journal of Geotechnical Engineering,1986

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