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EXPERIMENTAL STUDY ON THE INTERACTION MECHANISM BETWEEN GEOGRID AND EXPANSIVE ROCK BY PULL-OUT TEST

机译:拉出试验土工格栅与膨胀岩间相互作用机制的实验研究

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The interaction mechanism between geogrid and mid-weak swelling rock in the Project of South-to-North Water Transfers Projects is investigated by pull-out tests conducted at the modified laminated shear test apparatus.Quasi-friction angle and quasi-cohesion force of the interface are obtained through the experiments of two types of geogrids at different vertical loadings. Furthermore, the distribution law of interface frictional resistance at the different location of geogrid is analyzed. Finally, distribution of additional shear stress in soil induced by IFR is preliminary investigated.
机译:通过在改进的层压剪切试验装置中进行的拉出试验来研究地质格栅和中弱膨胀岩石中的相互作用机制。通过改进的层压剪切试验装置。摩擦角和准内粘性力界面是通过在不同垂直载荷的两种类型地质格栅的实验获得的。此外,分析了地质格栅的不同位置处的界面摩擦阻力的分布定律。最后,IFR诱导的土壤中额外剪切应力的分布是初步研究的。

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