摘要
根据软土的性质,对软土地基劈裂注浆加固的原理、注浆过程力学特征及加固效果进行了分析,并通过工程实例予以检验,工程实践和理论分析表明在淤泥质黏土地层中进行注浆加固是可行的。
According to the characteristics of soft soil, the paper analyzes the principle for splitting grouting intensification in the soft soil foundation, the dynamic characteristics of grouting process and intensification effect, and shows based on the project practice and theoretical analysis the grouting intensification is feasible in silt clay layer according to the check for the projects.
出处
《山西建筑》
2010年第8期135-137,共3页
Shanxi Architecture
关键词
软土地基
劈裂注浆
加固
soft soil foundation, splitting grouting, intensification