Ultimate Bearing Capacity of Two Interfering Rough Strip Footings-Reference-Cited by-同舟云学术

Ultimate Bearing Capacity of Two Interfering Rough Strip Footings

Published:2007-01 Issue:1 Volume:7 Page:53-62
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Kumar Jyant¹²,Ghosh Priyanka¹²

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Indian Institute of Science, Bangalore-560012, India.

2. Visiting Faculty, IIT, Kharagpur, Kharagpur-721302, India; formerly, Lecturer, Dept. of Civil Engineering, Birla Institute of Technology and Science, Pilani, Rajasthan-333 031, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282007%297%3A1%2853%29

Reference21 articles.

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

2. Axially symmetric plastic deformations in soils

3. Bearing Capacity of Two Closely-Spaced Shallow Foundations on Sand

4. Numerical Studies of Bearing-Capacity FactorNγ

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