Numerical and Experimental Investigations of Granular Anchor Piles in Loose Sandy Soil Subjected to Uplift Loading-Reference-Cited by-同舟云学术

Numerical and Experimental Investigations of Granular Anchor Piles in Loose Sandy Soil Subjected to Uplift Loading

Published:2017-02 Issue:2 Volume:17 Page:04016059
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Kranthikumar A.¹,Sawant V. A.²,Kumar Pradeep³,Shukla S. K.⁴

Affiliation:

1. Research Associate, Dept. of Civil Engineering, Indian Institute of Technology Roorkee, Roorkee 247667, India.

2. Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology Roorkee, Roorkee 247667, India (corresponding author).

3. Professor, Academy of Scientific and Innovative Research, and Senior Principal Scientist, Council of Scientific and Industrial Research–Central Building Research Institute Roorkee, Roorkee 247667, India.

4. Associate Professor and Program Leader, Discipline of Civil and Environmental Engineering, School of Engineering, Edith Cowan Univ., Perth, WA 6027, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000733

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