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关于“土的剪切空间滑动面分析及各向异性强度准则研究”的讨论 被引量:1

Discussion on “Several shear spatially mobilized planes and anisotropic strength criteria of soils”
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摘要 贵刊2013年第3期刊登了题为“土的剪切空间滑动面分析及各向异性强度准则研究”的文章(以下称之为“原文”)。原文提出了一种新的土体强度准则,采用黄土的真三轴试验来验证了该强度准则的适用性。不过,原文所给出的观点及研究方法存在一些问题,笔者在此提出这些问题,欲与其他学者探讨:
出处 《岩土工程学报》 EI CAS CSCD 北大核心 2013年第10期1947-1949,共3页 Chinese Journal of Geotechnical Engineering
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参考文献5

  • 1邵生俊,许萍,陈昌禄.土的剪切空间滑动面分析及各向异性强度准则研究[J].岩土工程学报,2013,35(3):422-435. 被引量:25
  • 2MATSUOKA H, NAKAI T. stress-deformation and strength characteristics of soil under three difference principal stresses[J]. Proc of Japan Society of Civil Engineers, 1974, 232:59 - 70.
  • 3YOSHIMINE M, ISHIHARA K, VARGAS W. Effects of principal stress direction and intermediate principal stress on undrained shear behavior of sand[J]. Soils and Foundations, 1998, 38(3): 117- 186.
  • 4LADE P V, DUNCAN J M. Cubical triaxial tests on cohesionless soils[J]. Soil Mechanics and Foundation Division, ASCE, 1973, 99(10): 793 - 812.
  • 5姚仰平,路德春,周安楠,邹博.广义非线性强度理论及其变换应力空间[J].中国科学(E辑),2004,34(11):1283-1299. 被引量:85

二级参考文献24

  • 1姚仰平,路德春,周安楠,邹博.广义非线性强度理论及其变换应力空间[J].中国科学(E辑),2004,34(11):1283-1299. 被引量:85
  • 2Yu M H, He L N. A new model and theory on yield and failure of materials under the complex stress state. Mechanical Behavior of Materials-6, 1991, 3: 841-846
  • 3Matsuoka H, Nakai T. Stress deformation and strength characteristics of soil under three difference principal stresses. Proc of JSCE, 1974, 232: 59-70
  • 4Lade P V, Duncan J M. Elastoplastic stress-strain theory for cohesionless soil. J Geotech Eng Div, ASCE, 1975, 101(10): 1037-1053
  • 5Chowdhury E Q, Nakai T. Consequences of the tij-concept and a new modeling approach. Computers and Geotechnics, 1998, 23: 131-164
  • 6Pivonka P, Lackner R, Mang H A. Shapes of loading surfaces of concrete models and their influence on the peak load and failure mode in structural analyses. Int J Eng Sci, 2003, 41: 1649-1665
  • 7Aubertin M, Li L, Simon R A. Multiaxial stress criterion for short-and long-term strength of isotropic rock media. Int J Rock Mech Min Sci, 2000, 37(8): 1169-1193
  • 8Yao Y P, Sun D A. Application of Lade's criterion to Cam-clay model. J Eng Mech, ASCE, 2000, 126(1): 112-119
  • 9Yao Y P, Sun D A. Application of Lade's criterion to Cam-clay model (Closure). J Eng Mech, ASCE, 2001, 127(6): 631-633
  • 10Matsuoka H, Yao Y P, Sun D A. The Cam-clay models revised by the SMP criterion. Soils and Foundations, 1999, 39(1): 81-95

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