Failure Envelopes for Circular Foundations on Two-Layered Clay under Combined Loading-Reference-Cited by-同舟云学术

Failure Envelopes for Circular Foundations on Two-Layered Clay under Combined Loading

Published:2022-07 Issue:7 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Ko Junyoung¹^ORCID,Seo Hoyoung²,Lee Joon Kyu³

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Chungnam National Univ., Daejeon 34134, Republic of Korea. ORCID: .

2. Associate Professor, Dept. of Civil, Environmental and Construction Engineering, Texas Tech Univ., Lubbock, TX 79409.

3. Associate Professor, Dept. of Civil Engineering, Univ. of Seoul, Seoul 02504, Republic of Korea (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002395

Reference43 articles.

1. New and Simple Equations for Ultimate Bearing Capacity of Strip Footings on Two-Layered Clays: Numerical study

2. Undrained response of bucket foundations to moment loading

3. Bearing Capacity of Shallow Foundation on Two Clay Layers by Numerical Approach

4. Brown, J. D., and G. G. Meyerhof. 1969. “Experimental study of bearing capacity in layered clays.” In Vol. 2 of Proc., 7th Int. Conf. on Soil Mechanics and Foundation Engineering, 45–51. Mexico City: International Society for Soil Mechanics and Geotechnical Engineering.

5. Standardized sign conventions and notation for generally loaded foundations

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