Development of Lateral Capacity-Based Envelopes of Piled Raft Foundation under Combined V-M-H Loading-Reference-Cited by-同舟云学术

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Development of Lateral Capacity-Based Envelopes of Piled Raft Foundation under Combined V-M-H Loading

Published:2021-06 Issue:6 Volume:21 Page:04021075
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Chanda Diptesh¹,Nath Upasana²,Saha Rajib³,Haldar Sumanta⁴

Affiliation:

1. Ph.D. Scholar, Dept. of Civil Engineering, National Institute of Technology Agartala, Jirania, Tripura 799046, India.

2. M-tech Student, Dept. of Civil Engineering, National Institute of Technology Agartala, Jirania, Tripura 799046, India.

3. Associate Professor, Dept. of Civil Engineering, National Institute of Technology Agartala, Jirania, Tripura 799046, India (corresponding author).

4. Associate Professor, Dept. of Civil Engineering, School of Infrastructure, Indian Institute of Technology Bhubaneswar, Odisha 752050, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002023

Reference89 articles.

1. Large-scale soil–structure physical model (1g): Assessment of structure damages;Al Heib M.;Int. J. Phys. Modell. Geotech.,2013

2. Face failure in homogeneous and stratified soft ground: Theoretical and experimental approaches on 1g EPBS reduced scale model;Berthoz N.;Tunnelling Underground Space Technol.,2012

3. Serviceability-based finite-element approach on analyzing combined pile–raft foundation;Bhaduri A.;Int. J. Geomech.,2020

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