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Investigation of load transfer mechanisms in granular platforms reinforced by geosynthetics above cavities

机译：空腔上方土工合成材料增强的颗粒平台中载荷传递机理的研究

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摘要

Geosynthetic-reinforced soils constitute an interesting solution for bridging cavities. Many methods have been developed to analyze the stability of soil-geosynthetic-cavity systems, but none of them is able to take into account all the complexities of these mechanisms. Many researchers have assumed mechanisms developed in the reinforced granular platform when cavities appear, such as load transfer and expansion of materials. However, they are not fully understood because many factors can influence the design, such as the cavity opening processes, the type, and the density of the soil.
机译：土工合成材料加筋的土构成了解决桥洞的有趣方法。已经开发了许多方法来分析土工合成气系统的稳定性，但是没有一种方法能够考虑到这些机制的所有复杂性。许多研究人员已经假定，当出现空腔时，会在增强的颗粒状平台中开发出机制，例如载荷传递和材料膨胀。但是，由于许多因素会影响设计，例如开孔过程，土壤的类型和密度，因此尚未完全理解它们。

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