Synthesis of the influence of some parameters on dynamic shear resistance of coarse soil

On the basis of test results provided by literature, this article intends to examine the influence of parameters such as granulometry, relative density, sample size and the level of stress on dynamic shear resistance, dynamic shear modulus and absorption of coarse materials. The most significant results to learn are as follows: absorption might be very less influenced by granulometry and the size of tested materials. The dynamic shear modulus might increase as the percentage of strand, relative density or the level of stress increase. Although there is no significant difference in reaction to high distortions, resistance of tight granulometry to dynamic shear are higher than those with spread out granulometry for low and average distortions.