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饱和粘性土劈裂注浆加固室内试验
引用本文:王玉平,朱宝龙,陈强. 饱和粘性土劈裂注浆加固室内试验[J]. 四川建材学院学报, 2010, 0(3): 72-75,88
作者姓名:王玉平  朱宝龙  陈强
作者单位:[1]西南科技大学土木工程与建筑学院,四川绵阳621010 [2]西南交通大学地质工程系,成都610031
基金项目:国家自然科学基金资助项目(No.40772174)
摘    要:以四川省绵阳地区的饱和软粘土为研究对象,通过对软粘土的能谱分析试验分析了该土的矿物成分和微观结构组成,探讨了软粘土劈裂注浆的设计方法和要点,得到注浆压力与注浆量随时间的变化曲线,扫描电镜图和加固前后物理参数的对比表明劈裂注浆加固软土效果显著。

关 键 词:饱和软粘土  劈裂注浆  能谱分析

Splitting Grouting Laboratory Test of the Saturated Clay
WANG Yu-ping,ZHU Bao-long,CHEN Qiang. Splitting Grouting Laboratory Test of the Saturated Clay[J]. , 2010, 0(3): 72-75,88
Authors:WANG Yu-ping  ZHU Bao-long  CHEN Qiang
Affiliation:1.School of Civil Engineering and Architecture,Southwest University of Science and Technology,Mianyang 621010,Sichuan,China;2.Geological Engineering Department,Southwest Jiaotong University,Chengdu 610031,Sichuan,China.)
Abstract:Based on scanning electron microscopy and X-ray spectrometer,the common trace elements of the saturated soft clay of Mianyang were determined.The design method of the soft clay was discussed and the amount of grouting and pressure with time curve were obtained.From the photo and the physico-mechanical parameters of reinforced original soil,we can see that split grouting reinforcement of soft soil marked effect.
Keywords:Saturated soft clay  Split grouting  X-ray spectrometer
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