Journal of Shanghai Jiao Tong University(Science) ›› 2015, Vol. 20 ›› Issue (6): 683-689.doi: 10.1007/s12204-015-1677-9
出版日期:
2015-12-20
发布日期:
2020-10-09
Hao ZHANG1, Qiu-shi CHEN2, Jin-jian CHEN1, Jian-hua WANG1,*()
Online:
2015-12-20
Published:
2020-10-09
Contact:
Jian-hua WANG
E-mail:wjh417@sjtu.edu.cn
中图分类号:
. [J]. Journal of Shanghai Jiao Tong University(Science), 2015, 20(6): 683-689.
Hao ZHANG, Qiu-shi CHEN, Jin-jian CHEN, Jian-hua WANG. Elasto-Plastic Modeling of Soft Soil Considering Degradation of Stiffness[J]. Journal of Shanghai Jiao Tong University(Science), 2015, 20(6): 683-689.
[1] | Roscoe K H, Schofield A N, Worth C P.On yielding of soils[J]. Geotechnique, 1958, 8: 22-53. |
[2] | Roscoe K H, Burland J B.On the generalized stress-strain behavior of wet clay [M]. London: Cambridge University Press, 1968. |
[3] | Hashiguchi K, Chen Z P.Elasto-plastic constitutive equation of soils with the subloading surface and rotational hardening[J]. International Journal Numerical Analytical Methods Geomechanics, 1998, 22(2): 197-227. |
[4] | Gajo A, Wood M.A new approach anisotropic bounding surface plasticity: General formulation and simulation of natural and reconstituted clay behavior[J]. International Journal for Numerical Analytical Methods in Geomechanics, 2001, 25: 207-241. |
[5] | Wheeler S J, Naatanen A, Karstunen M,et al.An anisotropic elasto-plastic model for soft clays[J]. Canadian Geotechnical Journal, 2003, 40(2): 403-418. |
[6] | Chai J, Carter J P, Hayashi S.Modelling strain-softening behavior of clayey soils[J]. Lowland Technology International, 2007, 9(2): 29-37. |
[7] | Kimoto S, Oka F, Higo Y.Strain localization analysis of elasto-viscoplastic soil considering structural degradation[J]. Computer Methods in Applied Mechanics and Engineering, 2004, 193: 2845-2866. |
[8] | Yu C, Xu Q, Yin Z Y.Softening response under undrained compression following anisotropic consolidation[J]. Journal of Central South University of Technology, 2013, 20: 1703-1712. |
[9] | Iwan W D.A distributed element model for hysteresis and its steady state dynamic response[J]. Journal of Applied Mechanics, 1966, 33(4): 893-900. |
[10] | Ishihara K, Tatsuoka F, Yasuda S.Undrained deformation and liquefaction of sand under cyclic stress[J]. Soils and Foundations, 1993, 33(1): 182-191. |
[11] | Salgado R, Bandini P, Karim A.Shear strength and stiffness of silty sand[J]. Geotechnical and Geoenvironmental Engineering, 2000, 126(5): 451-462. |
[12] | Chiaro G, Koseki J, Nalin De Silva L I. A density and stress-dependent elasto-plastic model for sands subjected to monotonic undrained torsional shear loading[J]. Geotechnical Engineering, 2013, 44(2): 18-26. |
[13] | Vardanega P J, Bolton M D.Stiffness of clays and silts: Normalizing shear modulus and shear strain[J]. Geotechnical and Geoenvironment Engineering, 2013, 139(9): 1575-1589. |
[14] | Dafalias Y F.Anisotropic critical state clay plasticity model [C]// Proceedings of the 2nd International Conference on Constitutive Laws for Engineering Materials. Tucson, USA: Elsevier, 1987: 513-521. |
[15] | Anandarajah A, Kuganenthira N, Zhao D.Variation of fabric anisotropy of kaolinite in triaxial loading[J]. Journal of Geotechnical Engineering, 1996, 122(8): 633-640. |
[16] | Dan H B.Time dependent behavior of natural soft clays [D]. Hangzhou, China: Zhejiang University, 2009 (in Chinese). |
[17] | Hardin B O, Drnevich V P.Shear modulus and damping in soils[J]. Soil Mechanics and Foundation Engineering, 1972, 98(7): 667-691. |
[18] | Wang G X, Kuwanno J.Modeling of strain dependency of shear modulus and damping of clayey sand[J]. Soil Dynamics and Earthquake Engineering, 1999, 18: 463-471. |
[19] | Ogisako E, Nishio S, Denda A,et al.Simulation of triaxial compression tests on soil samples obtained from seabed ground in deep sea by elasto-viscoplastic constitutive equation [C]// Proceedings of the Seventh ISOPE Ocean Mining and Gas Hydrates Symposium. Lisbon, Portugal: ISOPE, 2007: 63-68. |
[20] | Hardin B O, Black W.Vibration modulus of normally consolidated clay[J]. Soil Mechanics and Foundation Engineering, 1968, 94(2): 353-369. |
[21] | Huang M S, Liu Y H, Sheng D C.Simulation of yielding and stress-strain behavior of Shanghai soft clay[J]. Journal of Computers and Geotechnics, 2011, 38: 341-353. |
[22] | Ladd C C, Varallyay J.The influence of the stress system on the behavior of saturated clays during undrained shear [R]. Massachusetts, American: Massachusetts Institute of Technology, 1965. |
[23] | Wang Li-zhong, Shen Kai-lun.Rotational hardening law of {Invalid MML} consolidated structured soft clays[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(6): 863-872 (in Chinese). |
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