A numerical approach to assess the capacity of rock-socketed piles subjected to axial compression in Mumbai region based on the pile load test data-Reference-Cited by-同舟云学术

A numerical approach to assess the capacity of rock-socketed piles subjected to axial compression in Mumbai region based on the pile load test data

Published:2016-09-23 Issue:5 Volume:11 Page:441-451
ISSN:1938-6362
Container-title:International Journal of Geotechnical Engineering
language:en
Short-container-title:International Journal of Geotechnical Engineering

Author:

Kulkarni R. U.¹,Dewaikar D. M.¹

Affiliation:

1. Department of Civil Engineering, IIT Bombay, Mumbai 400076, India

Publisher

Informa UK Limited

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19386362.2016.1231390

Reference12 articles.

1. Basarkar, S. S. 2004. Analytical and experimental studies on rock socketed piles in Mumbai region, PhD thesis, IIT-Bombay, Mumbai.

2. De Beer, E. E. 1968. Proefondervindlijkebijdrage tot de studie van het grensdraagvermogen van zandonderfunderingen op staal, Tijdshift der OpenbarVerken van Belgie, No. 6.

3. Fellenius, B. H. 2015. Basics of foundation design. Electronic edn, www.fellenius.net, 432 p.

4. A new method for signle pile settlement prediction and analysis

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