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Dynamic shear behaviors of textured geomembrane/nonwoven geotextile interface under cyclic loading

机译:循环载荷下纹理土工膜/无纺布土工织物界面的动态剪切行为

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摘要

Textured geomembrane (GMB) and nonwoven geotextile (GTX) are usually used together in liner systems of MSW landfills, but the low shear strength of GMB/GTX interface is extremely detrimental to the stability of landfills, especially under earthquake loading. To study the dynamic shear strength of the GMB/GTX interface, a series of displacement-controlled cyclic direct shear tests are conducted with a large-scale direct shear machine. Normal stress levels ranging from 100 to 1000 kPa and displacement amplitudes ranging from 5 to 25 mm are considered. To compare the failure mechanism, GMB and GTX specimens are tested in not only hydrated but also dry conditions. Different waveforms and excitation frequencies are also applied to analyze the effects of test conditions. It can be seen that the shear deformation develops totally along the GMB/GTX interface when specimens are fully hydrated, while the internal failure of GTX is induced in dry condition. Equivalent linear analyses reveal that the shear stiffness depends on normal stress and displacement amplitude, while the damping ratio is only affected by displacement amplitude. Variations of shear strength during the shear process indicate that the softening behavior of the GMB/GTX interface is closely related to cumulative displacement and normal stress level. Furthermore, based on test results, a positive correlation is summarized between the shear strength and displacement rate of the interface.
机译:纹理的地膜(GMB)和非织造地理织物(GTX)通常在MSW垃圾填埋场的衬垫系统中一起使用,但GmB / GTX接口的低剪切强度对填埋场的稳定性非常有害,特别是在地震载荷下。为研究GMB / GTX接口的动态剪切强度,通过大规模的直接剪切机进行一系列位移控制的循环直接剪切测试。考虑从100到1000kPa的正常应力水平范围和5至25mm的位移幅度。为了比较失败机制,VIB和GTX样本不仅在水合而且干燥条件下进行测试。还应用了不同的波形和励磁频率来分析测试条件的影响。可以看出,当样品完全水合时,剪切变形完全沿着GmB / GTX界面开发,而GTX的内部失效在干燥条件下诱导。等效线性分析表明,剪切刚度取决于正常应力和位移幅度,而阻尼比仅受位移幅度的影响。剪切过程中剪切强度的变化表明,GmB / GTX接口的软化行为与累积位移和正常应力水平密切相关。此外,基于测试结果,界面的剪切强度和位移率之间总结了正相关性。

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