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钉形水泥土双向搅拌桩桩身强度差异原因分析与检测探讨
引用本文:和礼红,李艳,张妮娜,秦亚琼.钉形水泥土双向搅拌桩桩身强度差异原因分析与检测探讨[J].岩土力学,2010,31(Z1):255-260.
作者姓名:和礼红  李艳  张妮娜  秦亚琼
作者单位:1. 武汉市政工程设计研究院有限责任公司,武汉,430015
2. 武汉新区建设开发投资有限公司,武汉,430023;武汉大学,城市设计学院,武汉,430072
摘    要:本文简单介绍了钉形水泥土双向搅拌桩的形成及其特点,通过大量的桩身标准贯入试验和室内无侧限抗压强度试验,建立了桩身标准贯入击数与桩身无侧限抗压强度以及桩体分段深度的数学关系式,同时对钉形水泥土双向搅拌桩桩身强度不一致的现象进行了深入分析,对桩身强度检测项目和方法进行了深入探讨,并初步确定了武汉新区桩身强度检测的项目和方法。提出采用加权平均值作为桩身强度设计和检测的标准更为妥当。

关 键 词:钉形水泥土双向搅拌桩  强度  分析  检测
收稿时间:2010-03-02

Discussion of pile strength testing methods and causes analysis of strength difference of T-shaped bidirectional deep mixing column
HE Li-hong,LI Yan,ZHANG Ni-na,QIN Ya-qiong.Discussion of pile strength testing methods and causes analysis of strength difference of T-shaped bidirectional deep mixing column[J].Rock and Soil Mechanics,2010,31(Z1):255-260.
Authors:HE Li-hong  LI Yan  ZHANG Ni-na  QIN Ya-qiong
Institution:1. Wuhan Municipal Engineering Design and Research Institute Co. Ltd., Wuhan 430015, China; 2. Wuhan New Area Construction and Development Investment Co. Ltd., Wuhan 430023, China; 3. School of Urban Design, Wuhan University, Wuhan 430072, China
Abstract:The formation and characteristics of T-shaped bidirectional deep mixing column were described. Through huge amounts of standard penetration tests(SPT) on pile shaft and indoor unconfined compression tests, correlations between SPT values and the strength of unconfined compression tests were established, and the correlations between SPT values and the depth of piles were also discussed. Testing method of pile strength and strengths, difference along the pile depth were elaborately analyzed. It was preliminary determined to use the strength of pile to substitute the results of unconfined compression tests in Wuhan New District pile strength investigation project. It is suggested that the weighted average value of pile strengths should be adopted for pile designing and strength testing.
Keywords:T-shaped bidirectional deep mixing column  strength  analysis  detection
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