The Impact Analysis of Pile and Soil Parameters on Compressive Capacity of Long Pile

DOI

10.2991/icmce-14.2014.88How to use a DOI?

Keywords

Finite-element Method, Pile and Soil Parameters, Long Pile, Compressive Capacity

Abstract

Using Finite-element Method to simulate prototype piles and then drawing the Load-settlement curves in order to calibrate the analysis software. When the simulation was consistent with the measured piles, taking it as the benchmark and then eight parameters were varied respectively so that the impacts on pile compressive capacity could be investigated. These parameters were soil’s effective unit weight, lateral pressure coefficient, elasticity modulus, Poisson’s ratio, cohesion, internal friction angle, pile’s elasticity modulus and Poisson’s ratio. Especially, soil’s internal friction angle and pile’s elastic modulus were deeply studied. The derived conclusions ranked the parameters by their influencing abilities. Furthermore, pile’s elasticity modulus was emphasized to be paid high attention in long pile designing

Copyright

© 2014, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - Zheng QIAN
AU  - Kui-Hua WANG
PY  - 2014/12
DA  - 2014/12
TI  - The Impact Analysis of Pile and Soil Parameters on Compressive Capacity of Long Pile
BT  - Proceedings of the 2014 International Conference on Mechanics and Civil Engineering
PB  - Atlantis Press
SP  - 512
EP  - 516
SN  - 2352-5401
UR  - https://doi.org/10.2991/icmce-14.2014.88
DO  - 10.2991/icmce-14.2014.88
ID  - QIAN2014/12
ER  -