Publisher
Springer Science and Business Media LLC
Reference53 articles.
1. H. H. Einstein, D. Veneziano, G. B. Baecher, and K. J. O’Reilly, “The effect of discontinuity persistence on rock slope stability,” Int. J. Rock Mech. Min. Sci. Geomech. Abstr., 20, No. 5, 227–236 (1983).
2. N. R. Barton, “Review of a new shear strength criterion for rock joints,” Eng. Geol., 7, 287–332 (1973).
3. B. Ladany and G. Archambault, “Simulation of shear behavior of a jointed rock mass,” in: Proc. of the 11th Symp. Rock Mechanics (ATME) (1970), pp. 105–125.
4. Z. T. Bieniawski, “Mechanism of brittle fracture of rock. Part II. Experimental studies,” Int. J. Rock Mech. Min. Sci. Geomech. Abstr., 4, No. 4, 407–423 (1967).
5. A. Bobet and H. H. Einstein, “Fracture coalescence in rock-type materials under uniaxial and biaxial compression,” Int. J. Rock Mech. Min. Sci., 35, 863–888 (1998a).
Cited by
45 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献