Model Testing of Rock-Socketed Piles under Combined Vertical–Lateral Loading-Reference-Cited by-同舟云学术

Model Testing of Rock-Socketed Piles under Combined Vertical–Lateral Loading

Published:2023-09-19 Issue:2 Volume:47 Page:20220173
ISSN:0149-6115
Container-title:Geotechnical Testing Journal
language:en
Short-container-title:Geotech. Test. J.

Author:

Singh A. P.¹,Rao K. Seshagiri²,Ayothiraman Ramanathan³

Affiliation:

1. Explore Engineering Consultants Pvt. Ltd., Noida, India, https://orcid.org/0000-0002-0010-4067

2. Department of Civil Engineering, Indian Institute of Technology Delhi, New Delhi, 110016, India

3. Department of Civil Engineering, Indian Institute of Technology, Civil Engineering Delhi, New Delhi, 110016, India (Corresponding author), e-mail: araman@civil.iitd.ac.in, https://orcid.org/0000-0002-3100-6478

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Reference47 articles.

1. Depth of Fixity of Piles in Clay under Dynamic Lateral Load;Ayothiraman;Geotechnical and Geological Engineering,2013

2. Ayothiraman, R. and K. M. Reddy. 2014. “Model Experiments on Pile Behaviour in Loose-Medium Dense Sand under Combined Uplift and Lateral Loads.” In Geo-Shanghai 2014: Tunneling and Underground Construction, edited by W. Ding and X. Li, 633–643. Reston, VA: American Society of Civil Engineers. https://doi.org/10.1061/9780784413449.061

3. An Experimental Study on Static and Dynamic Bending Behaviour of Piles in Soft Clay;Boominathan;Geotechnical and Geological Engineering,2007

4. Bureau of Indian Standards. 1998. Design and Construction of Bored Cast-In-Situ Piles Founded on Rocks—Guidelines. IS 14593:1998. New Delhi, India: Bureau of Indian Standards.

5. Carter, J. P. and F. H. Kulhawy. 1988. Analysis and Design of Drilled Shaft Foundations Socketed into Rock, Report EL-5918. Palo Alto, CA: Electric Power Research Institute.

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