Experimental Study on the Effect of Coarse Grain Content on the Dilatancy and Particle Breakage Characteristics of Coarse-Grained Soils

Abstract

The dilatancy deformation and particle breakage effects of coarse-grained soil have a significant influence on the safety and stability of high earth and rock-fill dams. To study the shear deformation and particle breakage characteristics of coarse-grained soil, four groups of soil sample with different coarse grain contents were to conduct consolidated drained triaxial compression tests by DJSZ-150 large-scale triaxial compression test machine. The results showed that the volume of coarse-grained soil changes significantly under deviation stress. The soil samples underwent positive dilatancy under the confining pressures of 200 kPa and 400 kPa but negative dilatancy under the confining pressures of 600 kPa and 800 kPa. When increasing the coarse grain contents in the soil sample under the same confining pressure, the positive dilatancy was more significant. A three-parameter dilatancy equation of coarse-grained soil considering confining pressure was established, in which the parameter L = 4 could serve as a criterion for whether the coarse-grained soil underwent positive dilatancy. Under the load, the coarse-grained soil showed three particle breakage modes: abrasion, attrition, and fracture. The coarse-grained soil particle size distribution before and after breakage conformed to the fractal characteristics, and the particle breakage rate increased significantly with larger soil particle size fractal dimension differences before and after the test. The coarse grain content and the confining pressure are two important factors affecting the mechanical properties of coarse-grained soil, and they control the shear deformation of soil.

Fractal Analysis on the Crushing Characteristics of Soil-Soft Rock Mixtures under Compaction

“…Wang et al [10] observed the gradation curves of SRM with hard slate to be almost identical before and after compaction, indicated that particle crushing of the weathered crushed slate was not evident after compaction. Du et al [11] studied the crushing characteristics of coarse particle soil containing weakly weathered granite gravel, with the particle crushing rate below 25% after triaxial compression tests. Pang et al [12] conducted limited uniaxial compression tests on medium-hard crushed coal gangue with a strength of 16.84 MPa by using the fractional loading method and discussed the mechanical properties and re-crushing characteristics of gangue particles during the loading process, revealing particle crushing mainly occurred in the slow compaction stage and the increment of fractal dimension characterized the re-crushing potential.…”