Bearing Capacity of Strip Footings on Anisotropic Soils by the Finite Elements and Linear Programming-Reference-Cited by-同舟云学术

Bearing Capacity of Strip Footings on Anisotropic Soils by the Finite Elements and Linear Programming

Published:2017-12 Issue:12 Volume:17 Page:04017119
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Veiskarami Mehdi¹,Jamshidi Chenari Reza²,Jameei Amir Arsalan³

Affiliation:

1. Associate Professor, Shiraz Univ., 71345-1978 Shiraz, Iran (corresponding author).,

2. Associate Professor, Faculty of Engineering, Univ. of Guilan, 41996-13776 Guilan, Iran.

3. Graduate Student, Faculty of Engineering, Univ. of Guilan, 41996-13776 Guilan, Iran; Ph.D. Student, John Hodgins Engineering Building, McMaster University, 1280 Main St. W., Hamilton, ON, Canada L8S 4L7.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001018

Reference52 articles.

1. Inherent anisotropy in a sand

2. Bearing capacity of shallow foundations in transversely isotropic granular media

3. Vertical bearing capacity factors for circular and strip footings on Mohr–Coulomb soil

4. Finite element method and limit analysis theory for soil mechanics problems

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