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高频振动贯入灌注桩套管土塞效应的数值分析

郭力群 王磊 陈福全

郭力群, 王磊, 陈福全. 高频振动贯入灌注桩套管土塞效应的数值分析[J]. 西南交通大学学报, 2013, 26(1): 47-54. doi: 10.3969/j.issn.0258-2724.2013.01.008
引用本文: 郭力群, 王磊, 陈福全. 高频振动贯入灌注桩套管土塞效应的数值分析[J]. 西南交通大学学报, 2013, 26(1): 47-54. doi: 10.3969/j.issn.0258-2724.2013.01.008
GUO Liqun, WANG Lei, CHEN Fuquan. Soil Plugging Effect of Sleeves Driven by High Frequency Hammers[J]. Journal of Southwest Jiaotong University, 2013, 26(1): 47-54. doi: 10.3969/j.issn.0258-2724.2013.01.008
Citation: GUO Liqun, WANG Lei, CHEN Fuquan. Soil Plugging Effect of Sleeves Driven by High Frequency Hammers[J]. Journal of Southwest Jiaotong University, 2013, 26(1): 47-54. doi: 10.3969/j.issn.0258-2724.2013.01.008

高频振动贯入灌注桩套管土塞效应的数值分析

doi: 10.3969/j.issn.0258-2724.2013.01.008
基金项目: 

国家自然科学基金资助项目(50778045)

国务院侨办基金资助项目(09QZR03)

Soil Plugging Effect of Sleeves Driven by High Frequency Hammers

  • 摘要: 为探讨大直径灌注桩套管在高频振动贯入时管端土塞效应的形成机理,采用三维颗粒离散元法进行了数值仿真分析,研究了贯入过程中套管内、外土颗粒的位移、速率与接触应力、土塞高度、孔隙率和土体剪应力的变化.仿真结果表明:高频激振力越大,套管贯入深度越大,相应地管内土塞高度也越大,且超孔隙水压波动的最大幅度和幅值越大;土塞上部孔隙率较大,下部土体较密实.在高频振动贯入过程中,套管端沉入处的超孔隙水压幅值最大,同一时刻土塞内的超孔隙水压随深度增大;管内土颗粒在振动开始时以较小幅度上移;套管端部颗粒接触数目随贯入深度和振动频率的增大而增多,且接触应力和土体剪应力比其他区域大.

     

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出版历程
  • 收稿日期:  2012-04-11
  • 刊出日期:  2013-02-25

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