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应力释放孔对静压桩沉桩挤土效应的影响研究
引用本文:王冲,李巨龙,罗开艳,王晓,郝柏园. 应力释放孔对静压桩沉桩挤土效应的影响研究[J]. 建筑科学, 2012, 28(5): 34-37
作者姓名:王冲  李巨龙  罗开艳  王晓  郝柏园
作者单位:中国矿业大学资源与地球科学学院,江苏徐州,221116
摘    要:静压桩优点众多,但沉桩带来的挤土效应也十分明显。采用应力释放孔法能有效地减少沉桩带来的对周边环境的影响。通过借助FLAC3D有限元软件,采用分段压入的方式对单桩沉桩过程进行了模拟,得出了不同桩长时孔深和孔径的最佳组合,从而对实际的工程施工提供一定的参考。

关 键 词:应力释放孔  静压桩  挤土效应  FLAC3D

Study on the Effect of Hole to Release Stresses on Compaction Effect During Jacked Pile Driving
WANG Chong , LI Ju-long , LUO Kai-yan , WANG Xiao , HAO Bai-yuan. Study on the Effect of Hole to Release Stresses on Compaction Effect During Jacked Pile Driving[J]. Building Science, 2012, 28(5): 34-37
Authors:WANG Chong    LI Ju-long    LUO Kai-yan    WANG Xiao    HAO Bai-yuan
Affiliation:(School of Resource and Earth Science,China University of Mining and Technology,Xuzhou 221116,Jiangsu,China)
Abstract:Jacked pile has many advantages in engineering practice.But the compaction effect caused by jacked pile singking cannot be neglected.The hole to release stresses may reduce the unfavorable influence on the environment while jacked pile sinking.With the FLAC3D,this paper look on the process of driving pile as crushing soil step by step and simulates the pile driving,then concludes with the best combination of the depth and diameter of the hole,which will offer some reference for engineering practice.
Keywords:hole to release stress  jacked pile  compaction effect  FLAC3D
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