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嵌岩灌注桩桩顶沉降的FLAC^3D数值分析
引用本文:韩洪涛. 嵌岩灌注桩桩顶沉降的FLAC^3D数值分析[J]. 山西建筑, 2007, 33(32): 14-15
作者姓名:韩洪涛
作者单位:曲阜市建筑工程施工图设计审查部,山东,曲阜,273100
摘    要:利用以显式的Lagrangian差分法为基础的FLAC3D软件,模拟分析桩长、桩身材料、桩端岩层力学性质及嵌岩深度对灌注嵌岩桩的桩顶沉降影响,并以实际工程的现场试验结果检验FLAC3D模拟结果的正确性,得出一些有意义的结论可供参考。

关 键 词:嵌岩桩  Lagrangian有限差分法  嵌岩深度  桩顶沉降
文章编号:1009-6825(2007)32-0014-02
修稿时间:2007-06-05

FLAC^3D numerical analyses of settlement for rock-socketed bored concrete pile
HAN Hong-tao. FLAC^3D numerical analyses of settlement for rock-socketed bored concrete pile[J]. Shanxi Architecture, 2007, 33(32): 14-15
Authors:HAN Hong-tao
Affiliation:HAN Hong-tao
Abstract:Using the FLAC3D algorithm based on explicit finite difference method,the effect of pile settlement by pile length,material of pile,the property of rock at the bottom of pile tip and rock-socketed length is simulated and analyzed,and the result correctness of simulation is tested by the in-situ test result of practical engineering,draws some significant conclusion in order to make reference.
Keywords:rock-socketed pile  lagrangian finite-difference  rock-socketed length  the settlement of pile top
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