The high compressive property of MSW makes the influence of the initial void ratio insignificant.
由于MSW的高压缩性，初始孔隙比不同对试样的动力特性影响不大。
Because of the high compressible property of MSW, the influence of initial void ratio is very little.
由于MSW的高压缩性，初始孔隙比不同对试样的动力特性影响不大。
Applying the method of mixing some ordinary portland cement into soil sample, structrued soil with different cemented strength and initial void ratio is.
采用在原料土中掺入微量普通硅酸盐水泥的方法制备具有不同胶结强度和初始孔隙比的结构性土样，模拟天然结构性原状土的受力变形性质。
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