受压岩体中的裂纹问题，可以归结为压剪裂纹和拉剪裂纹两种类型。
Fracture problems of rock under compression can be classified by the stress states at the crack tips into two kinds.
对预制裂纹的混凝土试件进行拉伸、压剪数值试验，得到混凝土拉伸断裂及压剪断裂破坏过程；
Tensile and pressure-shear numerical tests are carried on the concrete specimens with precast cracks, and the tensile fracture and shear fracture process are obtained.
探讨了压剪闭合共线双裂纹之间奇异应力场的相互作用。
Futhermore, the interaction of the singular stress field between, two initially closed collinear cracks is also studied by photoelasticity.
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