Effect of cyclic shearing on contact surfaces of geo-materials under constant normal force

Abstract

A large amount of research has been done on conforming surfaces in rock joints as well as on the contact between individual grains, however, not much exist in nonconforming contact surfaces subjected to friction, such as flat contacts between ballast particles, stone columns or riprap; applications that involve the use of coarse gravel subjected to low vertical stresses. Therefore, this article aims to study changes in contact properties between non-conforming flat contacts between large geomaterial particles that have been subjected to cyclic shearing under a constant low vertical force, using a direct shear apparatus. Two different silica carbide sandpapers that do not loose particles were used, to simulate different morphologies, a nominally fine and a coarse surface texture. The results show a passivation of the shear strength where a constant value of friction coefficient is reached after around 15 to 17 cycles for all tests, except the tests at the lowest vertical force. For the tests at the highest vertical force similar friction coefficients were determined for the coarse and fine surfaces. The mass broken during the 10 th and 20 th cycles was collected at the end of the tests and seem to show a linear relationship with the vertical force used in the test. Particle analysis, determined via microscopy, show that the grading is dependent on the initial topography of the surfaces. Despite being subjected to 10 and 20 cycles of shearing, the broken particles look similar in shape with sharp, jagged edges and having different shapes and roundness values with a large variation, indicating that the breakage was not enough to fill in the space between the particles.