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李洪升, 刘增利, 朱元林, 彭万巍. 冻土断裂韧度测试的理论与方法[J]. 岩土工程学报, 2000, 22(1): 64-68.
引用本文: 李洪升, 刘增利, 朱元林, 彭万巍. 冻土断裂韧度测试的理论与方法[J]. 岩土工程学报, 2000, 22(1): 64-68.
Li Hongsheng, Liu Zengli, Zhu Yuanlin, Peng Wanwei. Theory and methods on tests of the fracture toughness KⅠc of frozen soil[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(1): 64-68.
Citation: Li Hongsheng, Liu Zengli, Zhu Yuanlin, Peng Wanwei. Theory and methods on tests of the fracture toughness KⅠc of frozen soil[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(1): 64-68.

冻土断裂韧度测试的理论与方法

Theory and methods on tests of the fracture toughness KⅠc of frozen soil

  • 摘要: 在讨论冻土脆性破坏特征的基础上,分析了线弹性适用条件及平面应变断裂韧度测试对试样尺寸的要求。在测试方法上,详细说明了试样的制备,条件载荷值Pq的确定以及实验过程的一些细节问题。最后就冻结黄土KⅠc(Kq)测试结果,分析了KⅠc(Kq)与温度、含水量及加载速率的关系

     

    Abstract: Based on the discussion properties of brittle failure of frozen soil, requirements on dimension of sample for the definition of fracture toughness under linear elastic and plane strain condition are analyzed in this paper. Testing methods, which include preparation of samples, determination of the conditional load P- q  and other details in the test, are explained in detail. The relations between K- Ⅰc (K- q ) and temperature, water content and loading rate are also analyzed respectively on the basis of the testing result of frozen clay.

     

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