Behavior of Footing Resting above Dual Circular Cavities in a Rock Mass: Insights from an AFELA Study-Reference-Cited by-同舟云学术

Behavior of Footing Resting above Dual Circular Cavities in a Rock Mass: Insights from an AFELA Study

Published:2024-01 Issue:1 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Kumar Piyush¹^ORCID,Chauhan Vinay Bhushan²^ORCID

Affiliation:

1. Research Scholar, Dept. of Civil Engineering, Madan Mohan Malaviya Univ. of Technology, Gorakhpur 273010, India. ORCID: .

2. Assistant Professor, Dept. of Civil Engineering, Madan Mohan Malaviya Univ. of Technology, Gorakhpur 273010, India (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9036

Reference21 articles.

1. Bearing Capacity of Strip Footing above Void

2. Limit Analysis Solution for Ultimate Bearing Capacity of Footing Resting on the Rock Mass with a Circular Void Subjected to Line Loading

3. Large and Small Strain Properties of Sands Subjected to Local Void Increase

4. Hoek, E., C. Carranza-Torres, and B. Corkum. 2002. “Hoek–Brown failure criterion—2002 edition.” In Vol. 1 of Proc. 5th North American Rock Mechanics Symposium and 17th Tunnelling Association of Canada Conf. 267–273. Toronto, ON: University of Toronto Press.

5. Jaiswal, S., A. Srivastava, and V. B. Chauhan. 2022. “Performance of strip footing on sand bed reinforced with multilayer geotextile with wraparound ends.” In Ground improvement and reinforced soil structures, edited by S. Reddy C.N.V., S. Saride, and A. M. Krishna, 721–732. Singapore: Springer. Lecture Notes in Civil Engineering, 152.

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Behavior of a Foundation Built on Geogrid-Reinforced Sand in the Presence of Twin Subsurface Voids;International Journal of Geosynthetics and Ground Engineering;2024-09-11

2. Interplay of Tunnel Geometry and Shallow Foundation Stability in Rock: Comparative Insights into Failure Modes;International Journal of Geomechanics;2024-09

3. Evaluating the impact of eccentric loading on strip footing above horseshoe tunnels in rock mass using adaptive finite element limit analysis and machine learning;Earth Science Informatics;2024-07-08