玻璃砂透明土与标准砂土强度特性对比三轴试验
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国家自然科学基金资助项目(51008116,51278170);国家自然科学基金高铁联合基金资助项目(U1134207)


Comparative Analysis of the Strength Characteristics ofTransparent Glass Sand and Standard Sand
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    摘要:

    制备了不同级配的玻璃砂透明土,对其进行了三轴固结不排水剪切试验和直接剪切试验,并与同等条件下的标准砂土试验结果进行了对比分析.结果表明:玻璃砂透明土的抗剪强度随相对密度的增大而增大;标准级配玻璃砂透明土的抗剪强度比05~10mm粒径玻璃砂透明土大;相同级配下,玻璃砂透明土与标准砂土的抗剪强度相近,可用玻璃砂透明土模拟天然砂土.

    Abstract:

    Transparent glass sand with different grade were prepared, and its consolidated undrained triaxial compression tests and direct shear tests were carried out. The tests on standard sand with the same condition were also carried out for comparative analysis. The results show that the shear strength is increased with the increase of the relative density. The shear strength of transparent glass sand of standard size is higher than those of 0510mm particle size. The shear strength of transparent glass sand is similar to that of standard sand with the same grade, which verifies that transparent glass sand can be used for simulate natural sand.

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孔纲强,刘璐,刘汉龙,曹兆虎.玻璃砂透明土与标准砂土强度特性对比三轴试验[J].建筑材料学报,2014,17(2):250-255

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  • 收稿日期:2012-10-19
  • 最后修改日期:2013-01-04
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  • 在线发布日期: 2014-05-05
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