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首页> 外文期刊>Journal of materials in civil engineering >Discussion of 'Experimental Investigation of Response of Different Granular Soil-3D Geogrid Interfaces Using Large-Scale Direct Shear Tests' by Ferny M. Makkar, S. Chandrakaran, and N. Sankar
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Discussion of 'Experimental Investigation of Response of Different Granular Soil-3D Geogrid Interfaces Using Large-Scale Direct Shear Tests' by Ferny M. Makkar, S. Chandrakaran, and N. Sankar

机译：Ferny M. Makkar，S。Chandrakaran和N. Sankar讨论了“使用大规模直接剪切试验对不同的颗粒状3D土工格栅界面进行响应的实验研究”的讨论

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摘要

For the purpose of improving understanding of the shear behavior of geosynthetic-reinforced unbound granular soils, the authors present an insightful experimental study on different granular soils reinforced by planar and three-dimensional (3D) geogrids. The discussers appreciate the research conducted by the authors. The discussers would like to share some points regarding the practicality of 3D geogrids in reinforced soil structures, and provide a research-based discussion of the influence of soil particle size on the shear behavior of geosynthetic-reinforced soils.
机译：为了更好地理解土工合成材料加筋的未结合粒状土的剪切特性，作者对平面和三维（3D）土工格栅加筋的不同粒状土进行了有见地的实验研究。讨论者赞赏作者进行的研究。讨论者想分享有关3D土工格栅在加筋土壤结构中的实用性的一些观点，并就土壤粒径对土工合成材料加筋土的剪切特性的影响进行基于研究的讨论。

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  • 来源
    《Journal of materials in civil engineering》 |2020年第4期|07020003.1-07020003.2|共2页
  • 作者

    Bingye Han; Baoshan Huang;

  • 作者单位

    Key Laboratory of Transport Industry of Road Structure and Material Research Institute of Highway Ministry of Transport Beijing 100088 China and Graduate Research Assistant Dept. of Civil and Environmental Engineering Univ. of Tennessee Knoxville TN 37996;

    Dept. of Civil and Environmental Engineering Univ. of Tennessee Knoxville TN 37996;

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