摘要
大多数天然沉积的粘土都具有一定的结构性 ,土的渗透性不仅与土的结构性密切相关 ,而且与土的强度、变形有关。土的渗透性是土力学主要研究课题之一。文章对萧山粘土在不同压力下进行原状土与重塑土的渗透试验 ,根据试验结果探讨了粘土的结构性对渗透性质的影响 ,得出一些有实际意义的结论 ,可供实际工程和设计参考。
Most cohesive soils possess certain structures. Their permeability is related not only to their strength and deformation but also to their structures. Soil permeability is one of the main topics for research in geotechnical engineering. In this paper, Both undisturbed and disturbed samples of Xiaoshan clay are tested under different pressures. Based on the permeability tests, some useful conclusions are drawn for engineers' and designers' reference.
出处
《大坝观测与土工测试》
2000年第6期44-46,共3页
Dam Observation and Geotechnical Tests
关键词
萧山粘土
原状土
重塑土
渗透试验
Xiaoshan clay
undisturbed soil
disturbed soil
permeability testP
