By Mao-hong Yu

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Hoek E and Brown ET ͑1980͒, Empirical strength criterion for rock masses, J. Geotech. , 106͑9͒, 1013–1035. Murrell SAF ͑1965͒, The effect of triaxial stress system on the strength of rocks at atmospheric temperatures, Geophys. , 10, 231–282. Ashton MD, Cheng DCH, Farley R, and Valentin FHH ͑1965͒, Rheol. Acta, 4, 206. Pramono E and Willam K ͑1989͒, Implicit integration of composite yield surfaces with corners, Eng. , 6, 186 –197. Pramono E and Willam K ͑1989͒, Fracture energy-based plasticity formulation of plain concrete, J.

Sci. Geomech. , 15, 295–303. Desai CS et al ͑1982͒, High capacity truly triaxial device, J. Geotech. Testing, March. Goldscheider M ͑1982͒, True triaxial test on dense sand, Constitutive Relations for Soils, G Gudehus, F Darve, and I Vardoulakis ͑eds͒, Balkemm, 11–53 and 54 –98. Natau OP, Fro¨hlich BO, and Amuschler TO ͑1983͒, Recent development of the large-scale triaxial test, Proc of 5th Congress ISRM ͑rock mechanics͒, Melbourne, 1, A65–A74. Hunsche U ͑1984͒, Fracture experiments on cubic rock salt samples, The Mechanical Behavior of Salt, Proc.

Shen ZJ and Yu MH ͑1998͒, Summary on the failure criteria in deviatoric and meridian plane, In: Strength Theory: Applications, Developments and Prospects for 21st Century, Yu MH and Fan SC ͑eds͒, Science Press, Beijing, New York, 61– 68. Munz D and Fett T ͑1999͒, Ceramics: Mechanical Properties, Failure Behaviour, Materials Selection, Springer Verlag, Berlin. Yu MH ͑1999͒, Engineering Strength Theory ͑in Chinese͒, Higher Education Press, Beijing. 200 ͓56͔ ͓57͔ ͓58͔ ͓59͔ ͓60͔ ͓61͔ ͓62͔ ͓63͔ ͓64͔ ͓65͔ ͓66͔ ͓67͔ ͓68͔ ͓69͔ ͓70͔ ͓71͔ ͓72͔ ͓73͔ ͓74͔ ͓75͔ ͓76͔ ͓77͔ ͓78͔ ͓79͔ ͓80͔ ͓81͔ ͓82͔ ͓83͔ ͓84͔ ͓85͔ ͓86͔ Yu: Advances in strength theories Yu MH ͑1992͒, New System of Strength Theory ͑in Chinese͒, Xian Jiaotong Univ Press, Xian.

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Advances in strength theories for materials under complex stress state in the 20th Century by Mao-hong Yu


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