Research on Ultimate Friction’s Depth Effect of Soil around Bored Pile-Reference-Cited by-同舟云学术

Research on Ultimate Friction’s Depth Effect of Soil around Bored Pile

Published:2011-09 Issue: Volume:90-93 Page:52-55
ISSN:1662-7482
Container-title:Applied Mechanics and Materials
language:
Short-container-title:AMM

Author:

Zhang Xue Feng¹,Ma Ye¹,Song Chong Xia¹

Affiliation:

1. Research Institute of Highway Ministry of Transport

Abstract

Through carrying out the experiments of unit pile model to simulate the different force conditions of bored pile buried in different depth of soil,and combining with the finite element numerical simulation, This paper studies the bored pile ultimate friction resistance of the soil depth effect, and provides reference for engineering design and scientific information.

Publisher

Trans Tech Publications, Ltd.

Link

https://www.scientific.net/AMM.90-93.52.pdf

Reference5 articles.

1. the standard of Transportation department of the People's Republic of China Ministry . the foundation design standard of highways and bridges. the city of BeiJing. People transportation publishing house. (1985).

2. lzongyuan lin as the chief. the rock soil engineering experiments to monitor manual. construction and industry publishing huse of china. (2005).

3. ye Ma etc. evavalution of the load experiments on cast-in-place bored pile in great length and analysis of the character of the pile founderation 's beaing ability. Highway transportation technology, 2005, 12.

4. Clough, G. H., Duncan, J. M., Finite element analysis of Retaining Wall behavior, J. soil: Mech& Found. Div., ASCE, 1971，97(SM12): 1657~1674.

5. Adel M. Hanna, F. Asce; And Ali Sharif . Drag Force On Single Piles In Clay Subjected To Surcharge Loading . International Journal Of Geomechanics, 2006(3).

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Compressive Capacity of Vortex-Compression Nodular Piles;Advances in Civil Engineering;2021-01-12