Undrained lower bound solutions for end bearing capacity of shallow circular piles in non‐homogeneous and anisotropic clays-Reference-Cited by-同舟云学术

Undrained lower bound solutions for end bearing capacity of shallow circular piles in non‐homogeneous and anisotropic clays

Published:2019-12-29 Issue:5 Volume:44 Page:596-632
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Int J Numer Anal Methods Geomech

Author:

Ukritchon Boonchai¹^ORCID,Keawsawasvong Suraparb²

Affiliation:

1. Centre of Excellence in Geotechnical and Geoenvironmental Engineering, Department of Civil Engineering, Faculty of EngineeringChulalongkorn University Bangkok 10330 Thailand

2. Department of Civil Engineering, Thammasat School of EngineeringThammasat University Pathumthani 12120 Thailand

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/nag.3018

Reference81 articles.

1. A revised and extended formula for bearing capacity;Hansen JB;Danish Geotech Inst Bull,1970

2. Bearing Capacity of Circular Foundations on Soft Clay of Strength Increasing with Depth

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