Analysis of Interfering Circular Footings on Reinforced Soil by Physical and Numerical Approaches Considering Strain-Dependent Stiffness-Reference-Cited by-同舟云学术

Analysis of Interfering Circular Footings on Reinforced Soil by Physical and Numerical Approaches Considering Strain-Dependent Stiffness

Published:2017-11 Issue:11 Volume:17 Page:04017096
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Lavasan Arash Alimardani¹,Ghazavi Mahmoud²,Schanz Tom³

Affiliation:

1. Research Associate, Faculty of Civil and Environmental Engineering, Chair of Foundation Engineering, Soil and Rock Mechanics, Ruhr Univ. Bochum, 44801 Bochum, Germany (corresponding author).

2. Professor, Civil Engineering Dept., K.N. Toosi Univ. of Technology, 1996715433 Tehran, Iran.

3. Professor, Faculty of Civil and Environmental Engineering, Chair of Foundation Engineering, Soil and Rock Mechanics, Ruhr Univ. Bochum, 44801 Bochum, Germany.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000992

Reference44 articles.

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4. Experimental and numerical investigation of the bearing capacity of model circular and ring footings on reinforced sand;Boushehrian J. H.;Geotext. Geomembr.,2003

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

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