Collocation method of model soft rock with consideration of relationship of dynamic stress-strain and shear wave velocity
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TU411.8

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    Abstract:

    Based on the similar principle of model tests and characteristics of soft rock in-situ, a new kind of similar material of soft rock which consists of clay, barite powder and gypsum is developed to simulate dynamic characteristics of prototype soft rock. Orthogonal test is carried out, and influential patterns of ingredients content on density, initial shear modulus Gmax and reference strain γr are achieved via variance and range analysis method. Based on the results, an ultimate proportioning test is conducted. The test results indicate that the proportion of blanc fixe imposes primary effect of density of similar material. Reference strain γr increases as the content of gypsum increases and decreases as the content of clay increases. Initial shear modulus Gmax of similar material decreases as the proportion of clay increases, while increases as the proportion of barite powder or gypsum increases. The relationship between dynamic stress and dynamic strain and shear wave velocity of the similar material shows great consistence with that of prototype.

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王志佳,黎洪磊,李胜民,吴祚菊,段书苏,谢朋.考虑动应力动应变关系及剪切波速相似的模型软岩配制方法[J].土木与环境工程学报(中英文),2022,44(5):38~45

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History
  • Received:December 15,2020
  • Revised:
  • Adopted:
  • Online: June 28,2022
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