LABORATORY STUDIES OF EQUIVALENT GEOSYNTHETIC MATERIAL FOR FLUME TESTS

R. Lukpanov, A. Yenkebayeva, D. Tsygulyov, S. Yenkebayev, D. Dyusembinov
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Abstract

The article presents the results of laboratory research of soils and geosynthetic materials (geogrids) used as reinforcement elements of soil embankments. The strength and deformation characteristics were the estimated parameters of the soil, and the main parameter of selection for geogrid was the axial stiffness of the material, the assessment of which was reduced to measuring the tensile strength of geogrid and its equivalent material.
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水槽试验用等效土工合成材料的实验室研究
本文介绍了土和土工合成材料(土工格栅)作为土路堤加固单元的实验室研究结果。土工格栅的强度和变形特性是土的估计参数,选择土工格栅的主要参数是材料的轴向刚度,对轴向刚度的评价归结为测量土工格栅及其等效材料的抗拉强度。
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