摘要
为了减小人工冻结法带来的负面影响和扩展其应用范围 ,通过模型试验研究了冻融土地基极限承载力的变化规律。
In order to reduce the bad effect of freezing method and extend its application scope,through model experiment,studying the changing principle of ulimate bearing capacity of foundation made by artificial frost-thawed soils.The results provide a scientific basis for the design of foundation made by artificial frost-thawed soils.
出处
《岩土工程技术》
2003年第5期265-267,275,共4页
Geotechnical Engineering Technique
关键词
人工冻融土
地基极限承载力
模型试验
artificial frost-thawed soils
ultimate bearing capacity of foundation
model experiment
