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桩底压浆技术在洛河渡槽桩基试验与分析
引用本文:杨镇生.桩底压浆技术在洛河渡槽桩基试验与分析[J].水科学与工程技术,2013(2):81-83.
作者姓名:杨镇生
作者单位:河北省南水北调工程建设管理局,石家庄 050035
摘    要:沼河渡槽通过3根试验桩的桩底压浆前后静载对比试验,测定桩底压浆对桩周侧摩阻力和端承力的增强效果.为桩底压浆提供设计计算参数和施工工艺参数。

关 键 词:溜河渡槽  试验桩  桩底压浆  静载试验

Experiment and Analysis of the Pile-bottom Grouting Technology in Ming River Aqueduct Pile Foundation
YANG Zhen-sheng.Experiment and Analysis of the Pile-bottom Grouting Technology in Ming River Aqueduct Pile Foundation[J].Water Sciences and Engineering Technology,2013(2):81-83.
Authors:YANG Zhen-sheng
Affiliation:YANG Zhen-sheng (South-to-North Water Transfer Project in Hebei Province Bureau of Construction Management, Shijiazhuang 050035, China)
Abstract:Through the static load comparative tests before and after pile-bottom grouting of three test piles in Ming River aqueduct, determining the effect of the pile bottom grouting on pile side friction resistance and end bearing capacity, pro- viding the design calculation parameters and construction process parameters for the pile bottom grouting.
Keywords:Ming River aqueduct  test pile  pile-bottom grouting  static loading test
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