Upper-Bound Analysis of N γ and Failure Mechanisms of Multiple Equally Spaced Strip Footings-Reference-Cited by-同舟云学术

Upper-Bound Analysis of N γ and Failure Mechanisms of Multiple Equally Spaced Strip Footings

Published:2017-09 Issue:9 Volume:17 Page:06017016
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Yang Feng¹,Zheng Xiang-Cou²,Sun Xin-Lei²,Zhao Lian-Heng³

Affiliation:

1. Associate Professor, School of Civil Engineering, Central South Univ., Changsha, Hunan 410075, China.

2. Postgraduate Student, School of Civil Engineering, Central South Univ., Changsha, Hunan 410075, China.

3. Professor, School of Civil Engineering, Central South Univ., Changsha, Hunan 410075, China; Professor, Key Laboratory of Heavy-Haul Railway Engineering Structure, Ministry of Education, Central South Univ., Changsha, Hunan 410075, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000984

Reference16 articles.

1. Failure mechanisms and soil deformation pattern of soil beneath interfering square footings;Arash A. L.;Numer. Methods Civ. Eng.,2014

2. Bearing capacity of three closely-spaced footings on sand

3. Interference of shallow multiple strip footings on sand;Khalida A. D.;Iraqi J. Mech. Mater. Eng.,2012

4. Ultimate bearing capacity of equally spaced multiple strip footings on cohesionless soils without surcharge

5. Closely Spaced Footings on Geogrid-Reinforced Sand

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