Experimental study and numerical analysis on bearing characteristics of large diameter ultra long bored piles with post grouting on the tip and side-Reference-Cited by-同舟云学术

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Experimental study and numerical analysis on bearing characteristics of large diameter ultra long bored piles with post grouting on the tip and side

Published:2018-11-06 Issue: Volume:189 Page:022024
ISSN:1755-1315
Container-title:IOP Conference Series: Earth and Environmental Science
language:
Short-container-title:IOP Conf. Ser.: Earth Environ. Sci.

Author:

Zhai Dezhi,Zhou Feng,Zhou Jinfeng,Zhu Rui

Publisher

IOP Publishing

Subject

General Engineering

Link

http://stacks.iop.org/1755-1315/189/i=2/a=022024/pdf

Reference10 articles.

1. Risk-reduction factor for bearing capacity of shallow foundations

Cited by 2 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. Field Study on the Uplift Bearing Characteristics of Grouted Micropiles in Soft Soil;Soil Mechanics and Foundation Engineering;2022-11

2. Experimental study of the influence of different hole-forming methods on the bearing characteristics of post-grouting pile in Loess Areas;Transportation Geotechnics;2021-03

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