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夯扩灰土挤密桩荷载传递规律及沉降分析
引用本文:林伟,朱永伟.夯扩灰土挤密桩荷载传递规律及沉降分析[J].长春工程学院学报(自然科学版),2010,11(1):29-32.
作者姓名:林伟  朱永伟
作者单位:陕西铁路工程职业技术学院,建筑工程系,渭南,714000;陕西铁路工程职业技术学院,建筑工程系,渭南,714000
摘    要:通过非线性有限元分析,在灰土桩顶部逐级施加荷载模拟了夯扩灰土挤密桩单桩复合地基的实际工况。对夯扩灰土挤密桩荷载沿深度方向的传递规律及沿桩体径向的土压力分布规律和夯扩挤密桩的沉降变化规律进行了分析研究,得出夯扩挤密桩的有效加固范围和土压力沿桩体径向呈钟型分布的规律等结论。

关 键 词:湿陷性黄土  夯扩挤密桩  仿真计算

Tamped and expanded lime-soil compaction pile load transfer law and settlement analysis
LIN Wei,etc..Tamped and expanded lime-soil compaction pile load transfer law and settlement analysis[J].Journal of Changchun Institute of Technology(Natural Science Edition),2010,11(1):29-32.
Authors:LIN Wei  etc
Institution:Dept.of Civil Engineering &Architecture;Shanxi Railway Institute;Weinan 714000;China
Abstract:Through the non-linear finite element analysis and the dust piles at the top level-load applied to simulate the expansion of lime-soil compaction pile rammed pile composite foundation of the actual working conditions.This paper analyzes expansion of the lime-soil compaction tamping along the depth direction of pile load transfer law and the soil along the pile radial pressure distribution and tamping compaction pile settlement expansion variation,and comes to that tamping compaction pile expanded the scope ...
Keywords:collapsible loess  tamped and expanded pile  simulating calculation  
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