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Laboratory Test of Uniaxial Compressive Strength of Shanghai Frozen Soils under Freeze-thaw Cycle

机译:冻融循环下上海冷冻土的单轴抗压强度的实验室试验

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The artificial ground freezing (AGF) is now widely employed in constructions with the expanding underground space exploitation in Shanghai. In order to avoid geological disasters which might appear in the AGF practice, it is urgently needed to do laboratory tests on the physical and mechanical characters of Shanghai soft soil under freezing and thawing action. This paper tests three kinds of soils from the location of Shanghai Metro line 4 constructions in different state, i.e. original state, freeze-thaw state and secondary freeze-thaw state, and obtains the changing rules of soil characters under secondary freeze-thaw action.
机译:人造冻结(AGF)现在广泛采用上海扩大地下空间开采的结构。为了避免可能出现在AGF实践中可能出现的地质灾害,迫切需要对冻结和解冻行动下上海软土的物理和机械特征进行实验室测试。本文试验了来自上海地铁4号线的地点的三种土壤,即不同状态,即原始状态,冻融状态和次级冻融状态,并在二级冻融作用下获得土壤特征的变化规则。

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