摘要
根据实际的地基结构,在Terzaghi一维固结理论的基础上,建立粉喷桩复合地基桩间土的固结模型并求解;结合高等级公路粉喷桩加固路基工程实例,将理论计算值与现场试验结果进行沉降计算对比分析。
According to the practical foundation shapes, the consolidation models of the soil between piles and the substratum are built and solved respectively on the theory of Terzaghi-one dimension consolidation. Connected with the projects of highway , the research draws theoretical conclusions to compare with the in-site test results of DJM composite ground.
出处
《岩土工程技术》
2010年第3期135-138,共4页
Geotechnical Engineering Technique
关键词
粉喷桩
复合地基
固结度
DJM pile
composite ground
percentconsolidation
