Recent advances and past discoveries on tapered pile foundations: a review-Reference-Cited by-同舟云学术

Recent advances and past discoveries on tapered pile foundations: a review

Published:2020-07-20 Issue: Volume: Page:1-30
ISSN:1748-6025
Container-title:Geomechanics and Geoengineering
language:en
Short-container-title:Geomechanics and Geoengineering

Author:

Shafaghat Amin¹^ORCID,Khabbaz Hadi¹

Affiliation:

1. School of Civil and Environmental Engineering, Faculty of Engineering and Information Technology, University of Technology Sydney (UTS), Sydney, Australia

Funder

did not receive any

Publisher

Informa UK Limited

Subject

Geotechnical Engineering and Engineering Geology

Link

https://www.tandfonline.com/doi/pdf/10.1080/17486025.2020.1794057

Reference119 articles.

1. American Petroleum Institute, A.R.P.f.P. 1984. Designing and constructing fixed off-shore platforms. Washington, DC: API.

2. Lateral-Load Tests on Drilled Pier Foundations for Solar Plant Heliostats

3. Bhushan, K. and Haley, S. (1980). Development of computer program using PY data from load test results for lateral load design of drilled piers. Woodward-Clyde Consultants Professional Development Committee, San Francisco, Calif, 1183.

4. Bhushan, K., Lee, L.J., and Grime, D.B. 1981, October. Lateral load tests on drilled piers in sand. In: Drilled Piers and Caissons. St. Louis, Missouri, United States: ASCE, 114–131.

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