Optimizing the Bearing Capacity of Tapered Piles in Realistic Scale Using 3D Finite Element Method-Reference-Cited by-同舟云学术

Optimizing the Bearing Capacity of Tapered Piles in Realistic Scale Using 3D Finite Element Method

Published:2015-07-28 Issue:6 Volume:33 Page:1465-1473
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Hataf Nader,Shafaghat Amin

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

http://link.springer.com/content/pdf/10.1007/s10706-015-9912-6.pdf

Reference19 articles.

1. Bakholdin BV (1971) Bearing capacity of pyramidal piles. In: Proceedings of the 4th conference on soil mechanics and foundation engineering, Budapest, pp 507–510

2. D’Appolonia E, Hribar JA (1963) Load transfer in step-tapered piles. J Soil Mech Found Div ASCE 89:57–77

3. El Naggar MH, Sakr M (2000) Evaluation of axial performance of tapered piles from centrifuge tests. Can Geotech J 37(6):1295–1308

4. El Naggar MH, Wei JQ (1999a) Axial capacity of tapered piles established from model tests. Can Geotech J 36:1185–1194

5. El Naggar MH, Wei JQ (1999b) Response of tapered piles subjected to lateral loading. Can Geotech J 36(1):52–71

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