Analysis of lateral earth pressure on a vertical circular shaft considering the 3D arching effect

Author:

Cho Jaeyeon,Lim Hyunsung,Jeong Sangseom,Kim Kyoungyul

Funder

National Research Foundation of Korea

Korea government

Korea Institute of Energy Technology Evaluation and Planning

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference33 articles.

1. Active earth pressure acting on the cylindrical retaining wall of a shaft;Chun;South Korea Ground Environ. Eng. J.,2006

2. Coulomb, C.A., 1773. Essai sur une application des règles de maximis & minimis à quelques problèmes de statique, relatifs à l’architecture. Mémoires de mathématique & de physique présentés à l’Académie Royale des Sciences par divers savans & lûs dans ses assemblées, 7, 343–382, Paris (printed in 1776).

3. Modelling sheet pile retaining walls;Day;Comput. Geotech.,1993

4. Fujii, T., Hagiwara, T., Ueno, K., Taguchi, A., 1994. Experiment and analysis of earth pressure on an axisymmetric shaft in sand. In: Proceedings of the 1994 International Conference on Centrifuge. Singapore, pp. 791–796.

5. Grande, L., Soreide, O.K., Tefera, T.H., 2002. Large scale model testing on the moment distribution and deformation behaviour of a sheet pile wall. In: Proc., 2nd Int. Conf. on Soil Structure Interaction in Urban Civil Engineering, Swill Federal Institute of Technology, Zurich, Switzerland, pp. 389–394.

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