Nail Forces and Locus of Maximum Tension of Nailed Cut Subjected to Seismic Excitations: A Calculus Approach with Log-Spiral Failure Surface-Reference-Cited by-同舟云学术

Nail Forces and Locus of Maximum Tension of Nailed Cut Subjected to Seismic Excitations: A Calculus Approach with Log-Spiral Failure Surface

Published:2021-11 Issue:11 Volume:21 Page:04021225
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Kokane Anant K.¹,Sawant V. A.²^ORCID,Sahoo J. P.³

Affiliation:

1. Research Scholar, Indian Institute of Technology Roorkee, Uttarakhand 247667, India; Assistant Professor, Walchand College of Engineering, Sangli 416415, Maharashtra, India.

2. Professor, Indian Institute of Technology Roorkee, Uttarakhand 247667, India (corresponding author). ORCID: .

3. Associate Professor, Indian Institute of Technology Kanpur, Uttar Pradesh 208016, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002213

Reference47 articles.

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3. API. 1993. Recommended practice for planning designing and constructing fixed offshore platforms. 2nd ed. Working Stress Design. RP 2A-WSD. Washington, DC: API.

4. Reliability assessment of internal stability of reinforced soil structures: A pseudo-dynamic approach

5. Three-Dimensional Limit-Equilibrium Stability Analyses of Slopes and Effect of Inclusion of Soil Nails

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