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According to the overconsolidation ratio of soil samples, the soil layer can be divided into normal consolidated soil, overconsolidated soil and underconsolidated soil( )

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Direction of resultant force of the earth pressure at rest is horizontal and the action point is located at H / 3 from the top of the retaining wall( )

For non-cohesive soil slopes, when the stability safety factor K = 1, the slope angle is equal to the internal friction angle of the soil, also known as the natural angle of repose( )

The Swedish method of slices assumes that the sliding soil body is a non-deformable rigid body and slides along the cylindrical surface as a whole( )

The corresponding load when the maximum plastic zone depth of the foundation is zero is the critical edge pressure( )

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