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- W3140106445 abstract "在由于在 geosynthetic 班机下面的局部性的沉淀的班机系统的垃圾堆，过多的张力的紧张或失败，是在垃圾堆的设计和操作的一颗担心。局部性的沉淀能是通常由象 geogrids 那样的加强的 withstood。九模型测试的一个总数被执行学习土壤拱在的影响压垂在土壤之间的 geosynthetics 和 geosynthetics 上的沙的土壤。局部性的沉淀被一扇长带地板门在 geosynthetic 加强下面建模。加强包括 polyvinylchlorid (PVC ) 的几层膜或 PVC 膜和压缩泥土层。在沉淀地区以内对 geosynthetics 起作用的垂直土壤压力是的测试结果表演强烈与 geosynthetics 的偏转有关。如果最后的偏转足够大，关于它的偏转对偏斜的 geosynthetics 愿望减少起作用到最小的价值的土壤压力，和这最小的价值几乎独立于 overburden 高度。否则， geosynthetics 的偏转不能导致拱的土壤的完整的度，并且在沉淀地区以内的土壤压力随增加增加压垂高度。geosynthetics 的偏转和紧张显然随他们的张力的僵硬的增加减少。一个压缩的泥土层缓冲区的存在能因此减少 geosynthetics 的偏转和紧张。最后，合成班机结构被推荐让垃圾堆承受局部性的沉淀。" @default.
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- W3140106445 date "2012-01-01" @default.
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- W3140106445 title "Model tests on interaction between soil and geosynthetics subjected to localized subsidence in landfills" @default.
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