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    王忠涛

    • 教授     博士生导师   硕士生导师
    • 主要任职:科学技术研究院副院长兼科技发展研究院院长、人文社科研究院院长
    • 性别:男
    • 毕业院校:大连理工大学
    • 学位:博士
    • 所在单位:土木工程系
    • 学科:岩土工程
    • 办公地点:综合实验1号楼213室
    • 联系方式:Zhongtao@dlut.edu.cn
    • 电子邮箱:zhongtao@dlut.edu.cn

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    透明砂土与天然砂土动力特性对比

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    发表时间:2018-01-01

    发表刊物:岩土力学

    卷号:39

    期号:6

    页面范围:1935-1940,1947

    ISSN号:1000-7598

    摘要:Synthetic transparent soil has been widely used to support technology of geotechnical visualization. However, the research on its dynamic properties is relative little, limiting its application in dynamic correlation model test. In this study, dynamic deformation and strength of transparent sand are examined by resonant column test and dynamic torsional shear test. The results are compared with those of the natural sand and Fujian standard sand. Transparent sand is manufactured by fused quartz and oil mixture with the same refraction index by Norpar® 12 and Drakeol® 15. The curves of dynamic shear modulus-strain, dynamic damping-strain, dynamic shear modulus-damping ratio, pore pressure, and dynamic strength are measured and analyzed. The dynamic properties of natural sand and Fujian standard sand are also shown for comparison. It is found that the transparent sand has similar dynamic behaviors as natural sand. Transparent sand shows a great potential as a substitute for natural sand, and it is expected to be widely used in dynamic model tests. © 2018, Science Press. All right reserved.

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