Chapter one and two which introduce two - part wedge theory put forward by hoe i ling are included in part one , and regarded as the theory foundation of model test
2.
A solid - waste containment system can be simplified as a slope which contains a layer of geomembrane ( which is simplified as interlayer slope in the rest part ) . shaking table model test and numerical analysis have been done to study the seismic stability of interlayer slope based on the two - part wedge theory in this paper . many factors which affect the slope stability ratio , including horizontal seismic coefficient , slope angle , soil - geomembrane interaction coefficient , slope length , layer thickness and soil character , have been took into consideration
3.
The following two chapters make of the third part . chapter five analyses the failure factors of test model and identifies the valid scope of two - part wedge theory . chapter six extends the valid scope of two - part wedge theory , and puts forward integer slide theory , then uses the extended theory calculating a concrete project , seismic design suggestions are proposed finally
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