New and Simple Equations for Ultimate Bearing Capacity of Strip Footings on Two-Layered Clays: Numerical study-Reference-Cited by-同舟云学术

New and Simple Equations for Ultimate Bearing Capacity of Strip Footings on Two-Layered Clays: Numerical study

Published:2016-08 Issue:4 Volume:16 Page:06015014
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Ahmadi M. M.¹,Mofarraj Kouchaki B.²

Affiliation:

1. Professor, Dept. of Civil Engineering, Sharif Univ. of Technology, P.O. Box 11365-3913, Azadi Avenue, 11365-8639 Tehran, Iran (corresponding author).

2. B.Sc. in Civil Engineering, Dept. of Civil Engineering, Sharif Univ. of Technology, P.O. Box 11365-3913, Azadi Avenue, 11365-8639 Tehran, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000615

Reference20 articles.

1. Bandini P. and Pham H. V. (2011). “Bearing capacity of embedded strip footings in two-layered clay soils.” Proc. Geo-Frontiers Congress ASCE Reston VA 332–341.

2. Brown J. D. and Meyerhof G. G. (1969). “An experimental study of ultimate bearing capacity of layered clay foundations.” Proc. 7th Int. Conf. on Soil Mechanics and Foundation Engineering Sociedad Mexicana de Mecanica de Suelos Mexico City 45–51.

3. Button S. J. (1953). “The bearing capacity of footings on a two-layer cohesive subsoil.” Proc. 3rd Int. Conf. of Soil Mechanics and Foundation Engineering Organizing Committee Zurich 332–335.

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