博文
- Generalized non-linear strength theory
- Title: Generalized Non-Linear Strength Theory and Transformed Stress Space Author: Yao, Y. P.; Lu, D. C.; Zhou, A. N. ;Zou, B Source: Science in china series e-engineering materials science, 2004, 47(6): 691-709 Abstract: Based on the test data of frictional materials and previous resea ...
- A unified constitutive model for both clay and sand
- Title: A unified constitutive model for both clay and sand with hardening parameter independent on stress path Author: Yao, Y. P.; Sun, D. A.; Matsuoka, H. Source: Computers and Geotechnics, 2008, 35(2): 210-222 Abstract: A unified constitutive model for both clay and sand under three-dimens ...
- A critical state model for sands
- Title: A critical state model for sands dependent on stress and density Author: Yao, Y. P.; Sun, D. A.; Luo, T. Source: INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2004, 28(4): 323-337 Abstract: An elastoplastic model for sands is presented in this paper, whic ...
- THE CAM-CLAY MODELS REVISED BY THE SMP CRITERION
- Title: The cam-clay models revised by the smp criterion Author: Matsuoka, H.; Yao, Y.; Sun, D. Source: Journal of the Japanese Geotechnical Society : Soils and Foundation, 1999, 39(1): 81-95 Abstract: The Cam-clay models were originally developed through theoretical considerations a ...
- Extended transformed stress space
- Title: Extended transformed stress space for geomaterials and its application Author: Yao, Y. P.; Zhou, A. N.; Lu, D. C. Source: JOURNAL OF ENGINEERING MECHANICS-ASCE, 2007, 133: 1115-1123 Abstract: Because the three-dimensional strength of soil, rock, and concrete is influenced non ...
- Application of Lade's criterion to Cam-clay model
- Title: Application of Lade's criterion to Cam-clay model Author: Yao, Y. P.; Sun, D. A. Source: JOURNAL OF ENGINEERING MECHANICS-ASCE, 2000, 126(1): 112-119 Abstract: Lade's criterion is one of the best criteria for describing the shear yield and failure behavior of soils in 3D stre ...
- 《Geotechnique》UH Model
- Title: UH Model: Three-Dimensional Unified Hardening Model for Overconsolidated Clays Author: Yao, Y. P.; Hou, W.; Zhou, A. N. Source: Geotechnique, 2009, 59(5): 451-469 Abstract: Based on the relationship between the current yield surface and the reference yield surface, a new mode ...
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