Skirted Footing for Enhancing Load Carrying Capacity-Reference-Cited by-同舟云学术

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Skirted Footing for Enhancing Load Carrying Capacity

Published:2023-03-23 Issue: Volume: Page:
ISSN:
Container-title:Geo-Congress 2023
language:
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Author:

Bashir Khalid¹²³,Shukla Rajesh¹²³,Jakka Ravi S.¹²³

Affiliation:

1. Research Scholar, Dept. of Earthquake Engineering, Indian Institute of Technology, Roorkee, Uttarakhand, India. ORCID: .

2. Assistant Professor, Dept. of Civil Engineering, National Institute of Technology, Srinagar, India.

3. Associate Professor, Dept. of Earthquake Engineering, Indian Institute of Technology, Roorkee, Uttarakhand, India.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784484685.056

Reference24 articles.

1. Bashir, K., Shukla, R., and Jakka, R. S. (2022). Lateral Capacity of Skirted Footing Resting on Level Ground. In Earthquakes and Structures (pp. 59–66). Springer, Singapore.

2. Bashir K. Shukla R. and Jakka R. (2021). Skirted Footing For Enhancing Bearing Capacity. 17th World Conference on Earthquake Engineering 17WCEE Sendai Japan.

3. Combined loading of skirted foundations

4. Experimental Investigations of Response of Suction Caissons to Transient Vertical Loading

5. Consolidation beneath Circular Skirted Foundations

Cited by 1 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. Failure mechanism and bearing capacity of inclined skirted footings;GEOMECH ENG;2023

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