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
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TU411.8

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国家自然科学基金(51708163、51808466);海南省科协青年科技英才学术创新计划(QCXM201807);海南省自然科学基金(519QN184)


Collocation method of model soft rock with consideration of relationship of dynamic stress-strain and shear wave velocity
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    摘要:

    根据振动台模型试验的相似设计原理,结合某地下工程底部软岩性质,利用重晶石粉、黏土、石膏等材料,研制了一种可以有效模拟原型软岩动力特性的相似材料。开展正交试验,通过对数据进行极差和方差分析,得到重晶石粉、黏土、石膏等原材料含量对相似材料密度、初始剪切模量及参考应变的影响规律,并基于正交试验结果,进行软岩相似材料的最终配比试验。结果表明:相似材料中重晶石粉对相似材料的密度起主要控制作用,参考应变值随石膏含量的增加而增大,随黏土含量的增加而减小,相似材料的初始剪切模量随黏土含量的增加而减小,随重晶石粉和石膏含量的增加而增大。配制的软岩相似材料可以很好地模拟原型软岩动应力动应变关系和剪切波速特性。

    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. WANG Zhijia, LI Honglei, LI Shengmin, WU Zuoju, DUAN Shusu, XIE Peng. Collocation method of model soft rock with consideration of relationship of dynamic stress-strain and shear wave velocity[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2022,44(5):38-45.10.11835/j. issn.2096-6717.2021.105

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  • 收稿日期:2020-12-15
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  • 在线发布日期: 2022-06-28
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