[1] Sobotka, Z., The limiting equilibrium of non-homogeneous soils, Non-homogeneity in Elasticity and Plasticity, Olszak, W. (ed.) (1959), 227-240.
[2] Salencon, J., Application of the Theory of Plasticity in Soil Mechanics, John Wiley and Sons, Chinchester (1977).
[3] Wang Rep et al., Foundations of the Mechanics of Plasticity, The Scientific Press (1982). (in Chinese).
[4] Michalowski, R.L., On the solution of plane flow of granular media for jump nonhomogeneity, Int. J. Numerical and Analytical Methods in Geomechanics, 7 (1983), 485-492.
[5] Wang Wei-xiang et al,, Mechanical Analysis of Chess-Board. Structure, Geomechanical Symposium, l, The Geological Press (1977), (in Chinese).
[6] Li Xian-wei, Mechanical Properties of Rock Mass, Coal Industry Press (1983). (in Chinese).
[7] Yu Xue-fu et al., The Stability Analysis of Confining Rocks in Underground Engineering, Coal Industry Press (1983). (in Chinese).
[8] Zhao Jia-yi and Hsueh Dah-wei Theorems on the limit analysis dealing with the yield condition expressed by the sum of the homogeneous linear form of stress tensor and the homogeneous quadratic form of stress tensor, Applied Mathematics and Mechanics, 4, 4 (1983).
[9] Kachanov, L.M., Foundations of Plastic Theory, North-Holland Publishing Company, Amsterdam, London (1971).
[10] Terzaghi, K., Theoretical Soil Mechanics, John Wiley and Sons, Inc., New York(1943).
[11] Crans, W. et al., On the theory of growth faulting: a geomechanical delta model based on gravity Sliding, J. Pet. Geol., 2, 3 (1980), 265-307.
[12] Chen Qiang, Mechanical research on gravitational tectonics: mechanical analysis of listric faults, Seismology and Geology, 3, (1986). (in Chinese). |