Effect of Soil and Rock Interface Friction on the Bearing Capacity of Strip Footing Placed on Soil Overlying Hoek

Effect of Soil and Rock Interface Friction on the Bearing Capacity of Strip Footing Placed on Soil Overlying Hoek–Brown Rock Mass

Published:2022-01 Issue:1 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Das Shuvankar¹,Chakraborty Debarghya²

Affiliation:

1. Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Kharagpur, Kharagpur 721302, West Bengal, India.

2. Assistant Professor, Dept. of Civil Engineering, Indian Institute of Technology Kharagpur, Kharagpur 721302, West Bengal, India (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002225

Reference46 articles.

1. Booker J. R. 1969. “Applications of the theory of plasticity to cohesive-frictional soils.” Ph.D. thesis School of Engineering Univ. of Sydney.

2. Bearing Capacity of Square and Circular Footings on a Finite Layer of Granular Soil Underlain by a Rigid Base

3. Bearing Capacity of Strip Foundations in Reinforced Soils

4. Bearing capacity of interfering strip footings on rock mass

5. Bearing Capacity of Strip Footing Placed on the Reinforced Soil Slope

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