Experimental Study on Main Physical Parameters Controlling Shear Strength of Unsaturated Loess

<div>(a) The dry density and internal friction angle diagram of remolded loess, sandy silt; (b) the dry density and cohesion of remolded loess, sandy silt.</div>

Advances in Civil Engineering

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Figure 7

Figure 7: Experimental Study on Main Physical Parameters Controlling Shear Strength of Unsaturated Loess 