摘要
结合实际工程实验及测试，介绍了干硬性水泥稳定土桩复合地基的承载特性及机理，分析了水泥掺入量及土料颗粒粒径变化对干硬性水泥稳定土桩复合地基的影响．
The property of bearing capacity and mechanism of dry harden cement stabilized pile composite subgrade are introduced.The influence on this kind of composite soil is analysed when the adding quantity of cement and grain size of soil are changed.
出处
《北方交通大学学报》
CSCD
北大核心
1999年第4期81-83,共3页
Journal of Northern Jiaotong University
基金
铁道部科技专项经费资助
关键词
干硬性水泥
稳定土桩
复合地基
承载特性
dry harden cement stabilized pile composite subgrade property of bearing capacity
