Experimental study on biaxial dynamical compressive test and PFC2D numerical simulation of artificial rock sample with single joint

[摘要] Dynamic biaxial compression tests and Particle Flow Code numerical simulations of the cement mortar specimens with a single joint were carried out to study the mechanical properties and crack evolution of artificial rock samples with a single joint. The effects of lateral stress ?2, loading rate V , the dip angle β (between the vertical loading direction and the joint) on the biaxial compressive strength ? b , and the evolution lawof crackwere investigated. Test results showed that; (1) when both the dip angle β and the loading rate V remained unchanged, the biaxial compressive strength ? b increased with the increase in the lateral stress ?2, while ?2 had no obvious effect on the crack evolution law; (2) when both the dip angle β and the lateral stress ?2 were kept unchanged, the loading rate V had an insignificant effect on the biaxial compressive strength ? b and the crack evolution law; (3) when both the lateral stress ?2 and the loading rate V were constant, the biaxial compressive strength ? b decreased first and then increased with the increase in the dip angle β ; however, the dip angle β did not significantly affect the crack evolution law. The conclusions obtained in this paper are presented for the first time.

[学科分类] 建筑学

[关键词] artificial rock specimen;biaxial dynamic compression;compressive strength;crack evolution aw