GEOLOGICAL RESEARCH
WANG Kaiyue, XU Kaizhou, REN Chengxuan, WANG Sheng
To study the influence of loading rate on rock strength and deformation characteristics, analyze the coupling relationship among mechanical parameters, failure characteristics, and fracture spacing, a model of simulating rock samples with a square cylinder (25 mm×25 mm×50 mm) is constructed by using the MatDEM matrix discrete element platform. Four levels of loading rate are set, and uniaxial compression experiments are numerically simulated to explore the mechanical deformation characteristics of five different types of rocks: mudstone, sandstone, limestone, shale and dolomite. The results show that the loading rate has a significant impact on the pre-peak mechanical behavior. For dolomite, mudstone, sandstone and limestone, the rate of curve in the elastic stage decreases with increasing loading rate, but shale is less affected by the loading rate. The mechanical characteristics of the loading rate on the post-peak are as follows: with the increase of the loading rate, the residual strength of the five types of rock samples shows an upward trend, the curves of mudstone, dolomite, limestone and sandstone dropped from peak intensity to residual strength gradually become less steep, while the curve morphology of shale dropped from peak strength to residual strength is relatively similar. Under the condition of low loading rate, sandstone, shale, dolomite and mudstone are prone to develop shear fractures, limestone is easy to form conjugate fractures, with the increase of loading rate, sandstone, shale, dolomite and mudstone develop the conical conjugate fractures, and the failure characteristics of limestone are more significant. Under the condition of low loading rate, a large number of separation fractures are formed in dolomite, shale, limestone and sandstone, a large number of shear crevasses are formed in mudstone, and separation fractures and shear crevasses are formed in rock samples with the increase of loading rate, but they have little influence on the formation of separation fractures in mudstone.With the increase of the loading rate, the deformation law of the failure strain gradient of various rocks shows an initial increase followed by a sudden decrease, there is a sudden change point, and the loading rate corresponding to the sudden change point of the rock sample with a larger Young's modulus is lower.