Research Article
Triaxial Test and Mechanical Analysis of Rock-Soil Aggregate Sampled from Natural Sliding Mass
Figure 13
Relationship between principal stress ratio and dilatancy rate under different gradations: (a) gradation 1, rock proportion (P5), 50.89%; (b) gradation 2, rock proportion (P5), 58.50%; (c) gradation 3, rock proportion (P5), 66.16%; (d) gradation 4, rock proportion (P5), 74.00%; (e) gradation 5, rock proportion (P5), 82.17%.
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