文章摘要信息 关键词 ： 黄土基底；排土场；边坡；地质力学模型试验；稳定性 [gap=1225]Keywords : loess basement；dumping site；slope；geo-mechanical model experiment；stability
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basement loess 基底黄土
Combined with engineering practice and test study of loess basement dumping site in a coal mine. More probe to flow deformation feature for evolution soft layer is given here.
结合对某矿黄土基底排土场的工程实践与试验研究，对演化弱层的流动变形特性做了进一步的探讨。
When the basement of collapsible loess is saturated by water, the earth structure is damaged due to the resolution of soluble salt, which causes the reduction of its bearing capacity.
湿陷性黄土地基浸水饱和后，由于易溶盐类的溶解，土结构的破坏，使其承载力直线下降。
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