Citation: | DONG Zhi-hua, YUAN Ju-yun, GAO Yan-bin. New method for anisotropic yield surface under different load direction[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 438-441. |
[1] |
高彦斌 , 朱合华 . 土的宏观各向异性研究进展 [J]. 岩土工程界 , 2004, 7 ( 增刊 ): 163 – 167. (GAO Yan-bin, ZHU He-hua. Development of soil's anisotropy study at macro scale[J]. Geotechnical Engineering World, 2004, 7 (S0): 163 – 167. (in Chinese))
|
[2] |
SCHOFIELD A N, WROTH C P. On yielding of soils[J]. Geotechnique, 1958(8): 22 – 53.
|
[3] |
ROSCOE K H, BURLAND J B. On the generalized stress-strain behavior of “wet” clay [M]// Engineering plasticity. HEYMAN J, LECKIE F A, eds. Cambridge, England: Cambridge University Press, 1968: 535 – 609.
|
[4] |
ANANDARAJAH A, DAFALIAS Y F. An anisotropic hardening bounding surface constitutive models for clays[C]// Proc 5th Int Conf Num Meth Geomech. Rotterdam: Balkema, 1985: 267 – 275.
|
[5] |
ANANDARAJAH A, DAFALIAS Y F. Bounding surface plasticity III: Application cohesive soils[J]. Journal of Engineering Mechanics, ASCE, 1986, 112 (12): 1292 – 1318.
|
[6] |
DAFALIAS Y F. An anisotropic critical state clay plasticity model[M]// Constitutive Laws For Engineering Materials: Theory and Applications. DESAI C S, ed. 1987: 513 – 521.
|
[7] |
WHEELER J, ANU Naatanen, MINNA Karstunen, et al. An anisotropic elastoplastic model for soft clays[J]. Canadian Geotechnical Journal, 2003, 40 (2): 403 – 418.
|
[8] |
SEKIGUCHI H, OHTA H. Induced anisotropy and time dependency in clays[C]// Proc 9th ICSMFE, Specialty Session 9. MURAYAMAS, SCHOFIELD A N. eds. Tokyo: JSSMFF, 1977: 229 – 238.
|
[9] |
BANERJEE P K, YOUSIF N B. A plasticity model for the mechanical behavior of anisotropically consolidated clay[J]. International Journal for Numerical and Analytical Methods in Geotechnics, 1986, 10 (3): 521 – 541.
|
[10] |
ANDREW J WHITTLE, MICHAEL J KAVVADAS. Formulation of MIT-E3 constitutive model for overconsolidated clays[J]. Journal of Geotechnical Engineering, 1994, 120 (1): 173 – 198.
|
[11] |
袁 静 , 龚晓南 , 刘兴旺 , 等 . 软土各向异性三屈服面流变模型 [J]. 岩土工程学报 , 2004, 26 (1): 88 – 94. (YUAN Jing, GONG Xiao-nan, LIU Xing-wang, et al. An anisotropic time-dependent trinal-yield-surface model for the stress-strain-time behavior of soft clay[J]. Chinese Journal of Geotechnical Engineering, 2004, 26 (1): 88 – 94. (in Chinese))
|
[12] |
高彦斌 , 徐 超 , 汤 竟 . 一个考虑土的各向异性的孔压公式及其应用 [J]. 岩土力学 , 2005, 26 (9): 1350 – 1354. (GAO Yan-bin, XU Chao, TANG Jing. A pore pressure equation for anisotropic clay and its application[J]. Rock and Soil Mechanics, 2005, 26 (9): 1350 – 1354. (in Chinese) )
|
[13] |
余晓雅 , 李书歧 , 张建辉 . 岩土力学 3 种屈服准则的屈服面形状和大小研究 [J]. 河北大学学报 ( 自然科学版 ), 2007, 27 (2): 133 – 136. (YU Xiao-ya, LI Shu-qi, ZHANG Jian-hui. Researches about yield plane figure and size of three kinds of yield criterion in geotechnics[J]. Journal of Hebei University(Natural Science Edition), 2007, 27 (2): 133 – 136. (in Chinese))
|
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