Comparative evaluation of methods to determine the earth pressure distribution on cylindrical shafts: A review

Author:

Tobar Tatiana,Meguid Mohamed A.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference27 articles.

1. Berezantzev, V.G., 1958. Earth pressure on the cylindrical retaining walls. In: Conference on Earth Pressure Problems, Brussels, pp. 21–27.

2. Bros, B., 1972. The influence of model retaining wall displacements on active and passive earth pressure in sand. In: Proceedings of the 5th European Conference on Soil Mechanics and Foundation Engineering, Madrid, vol. 1, pp. 241–249.

3. Active earth pressure on circular shaft lining obtained by simplified slip line solution with general tangential stress coefficient;Cheng;Chinese J. Geotech. Eng.,2005

4. General axisymmetric active earth pressure by method of characteristics – theory and numerical formulation;Cheng;Int. J. Geomech.,2007

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

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