Influence of the Presence of an Interbedded Weak Clay Layer on Ultimate Bearing Capacity of Sandy Soil Using AFELA and MARS-Reference-Cited by-同舟云学术

Influence of the Presence of an Interbedded Weak Clay Layer on Ultimate Bearing Capacity of Sandy Soil Using AFELA and MARS

Published:2023-02-18 Issue:4 Volume:41 Page:2281-2298
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Tripathi Shivesh^ORCID,Lai Van Qui^ORCID,Singh Shreyansh^ORCID,Pathak Shipra^ORCID,Srivastava Ananya^ORCID,Keawsawasvong Suraparb^ORCID,Chauhan Vinay Bhushan^ORCID

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

https://link.springer.com/content/pdf/10.1007/s10706-023-02397-6.pdf

Reference54 articles.

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2. Ameratunga J, Sivakugan N, Das BM (2016) Correlations of soil and rock properties in geotechnical engineering.

3. Banyong R, Keawsawasvong S (2022) Stability of limiting pressure behind soil gaps in contiguous pile walls in anisotropic clays. Eng Fail Anal 134:106049

4. Chakraborty D, Kumar J (2014) Bearing capacity of strip foundations in reinforced soils. Int J Geomech 14(1):45–58

5. Chakraborty M, Kumar J (2014) Bearing capacity of circular foundations reinforced with geogrid sheets. Soils Found 54(4):820–832

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