Model Experiment for Ultimate Bearing Capacity of Foundation Made by Artificial Frost-thawed Soils
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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。为合理地进行冻融土地基承载力设计和改善冻融土承载力提供了科学依据。Abstract: 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.
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