Finite Element Analysis of the Vertical Bearing Capacity of Single Piles in Tianjin Soft Soil Areas-Reference-Cited by-同舟云学术

Finite Element Analysis of the Vertical Bearing Capacity of Single Piles in Tianjin Soft Soil Areas

Published:2012-01 Issue: Volume:446-449 Page:1387-1390
ISSN:1662-8985
Container-title:Advanced Materials Research
language:
Short-container-title:AMR

Author:

Feng Shi Lun¹,Zhou Yu Ming²,Li Jun²,Li Pu Lin²

Affiliation:

1. Tianjin University

2. Tianjin Institute of Geotechnical Investigation and Surveying

Abstract

The ABAQUS finite element software is used to calculate the vertical bearing capacity of single piles in Tianjin, and the finite element results are compared with the data gained through the in-situ static load pile foundation tests. It is found that the Young’s modulus of the soil at the bottom of the pile could have a important role in improving the vertical bearing capacity of single piles.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Link

https://www.scientific.net/AMR.446-449.1387.pdf

Reference5 articles.

1. Ying LI. Finite Element Analysis of Factors Influencing Vertical Bearing Capacity of Super-long Bored Piles [J]. Journal of Jinan University (Science ＆ Technology), 2011, 25(3): 287-290.

2. Faning Dang, Na Liu, Wenan He. Hyperbolic model of load transfer method for single pile in Xi'an area and its engineering application [J]. Chinese Journal of Geotechnical Engineering, 2007, 29(9): 1428-1432.

3. Yonghong Miao, Jianfei Lu, Xiang Zhao. Numerical calculations for a single pile embedded in saturated soil and in situmeasurement [J]. Journal of China Coal Society, 2007, 32(2): 127-130.

4. Minghua Zhao, Xinjie Zhan, Xinjun Zou. Analysis on Settlement of Single Pile in Multilayer Subsoil [J]. Journal of Highway and Transportation Research and Development, 2011, 28(6): 19-24.

5. Rong Du, Jianyou Zhang, Lili Sui, Hongmei Zhang. Analysis on Loaded Capacity of Pile Foundation by Finite Element Method[J]. Journal of Water Resources and Architectural Engineering, 2010, 8(4): 213-215.

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