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基于桩基后注浆分布效果的承载力试验和分析
引用本文:许朝阳,吕国兵,孙炎. 基于桩基后注浆分布效果的承载力试验和分析[J]. 四川建筑科学研究, 2009, 35(1)
作者姓名:许朝阳  吕国兵  孙炎
作者单位:扬州大学建筑科学与工程学院,江苏,扬州,225001;江苏扬建集团,江苏,扬州,225001
摘    要:从试验入手,分析了粉土中后注浆灌注桩的承载力机理,观测了浆体在土中的分布情况,分析了不同注浆范围和注浆量对承载力的影响.并根据注浆的分布效果,提出了简化设计方法,建立了后注浆桩的数值模拟模型.计算结果表明,注浆范围对计算有较大影响.

关 键 词:灌注桩后注浆  分布效果  简化方法  数值分析

Experimental study and analysis on bearing capacity of post grouting pile basing on effects of grouting distribution
XU Zhaoyang,LU Guobing,SUN Yan. Experimental study and analysis on bearing capacity of post grouting pile basing on effects of grouting distribution[J]. Building Science Research of Sichuan, 2009, 35(1)
Authors:XU Zhaoyang  LU Guobing  SUN Yan
Abstract:Base on model test,principle of bearing capacity of post grouting pile in silt are discussed.The influence of grouting range and volume are analyzed by examining the distribution of grouting body.A simplified design method and the numerical simulation models are proposed based upon analysis of effect of grouting.The calculation results manifests that influence of grouting range can't neglected for estimation of bearing capacity of post grouting pile.
Keywords:cast-in-place pile with post-grouting  effect of distribution  simplified design method  numerical analysis  
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