NDLI: Numerical Simulation Analysis on Effect of Pile Cap to Lateral Capacity of Single Pile

Content Provider	IEEE Xplore Digital Library
Author	Cuihong Ding Guocai Wang Jicheng Wang
Copyright Year	2010
Abstract	In the research of pile's lateral capacity, the effects of pile cap are usually neglected to make the problem simplified. Site tests demand a lot of time and money, a few data published can be obtained, even few the test of pile with cap, so it's hard to figure out the effect of cap on the lateral capacity of single pile. By using ABAQUS finite element software, three dimensional numerical simulation to long single pile with or without cap in clayey soil subject to lateral load is conducted to investigate the influence of cap area, embedded depth and vertical load. It is found that the lateral bearing capacity is very sensitive to the area of cap. Even under the least cap area that the Chinese code requires, the capacity would increase 15.6% more than that without cap. The depth of embedment of cap could influence lateral bearing capacity considerably. The vertical load, to the pile without cap, affects little to the lateral bearing capacity. While with cap, the vertical load could raise the lateral capacity in some degree.
Starting Page	1
Ending Page	4
File Size	151132
Page Count	4
File Format	PDF
ISBN	9781424471591
e-ISBN	9781424471614
DOI	10.1109/ICEEE.2010.5660349
Language	English
Publisher	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Publisher Date	2010-11-07
Publisher Place	China
Access Restriction	Subscribed
Rights Holder	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Subject Keyword	Analytical models Soil Numerical simulation Concrete Finite element methods Load modeling
Content Type	Text
Resource Type	Article

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