Citation: | LI Wenping, SUN Ruhua, WANG Weili, LI Xiaoqin, ZHANG Zhiyong. 2007: CONSTITUTIVE MODEL AND STRUCTURAL PARAMETER FOR UNLOADING DEFORMATION OF CLAY SOILS AT HIGH PRESSURE FROM TRIAXIAL TESTING. JOURNAL OF ENGINEERING GEOLOGY, 15(3): 384-390. |
[1] 沈珠江.结构性粘土的弹塑性损伤模型
[J].岩土工程学报,1993,15(3):21~28.Shen Zhu jiang.A n elas to-plast ic dam age hod el for cem en ted clay.C hinese Jou rnal of G eotechn ical E ngineering,1993,15(3):21~28. [2] K.H.H artge,B.A.S tew ar.tSoil S tructure:Its D evelopm ent and Fun ct ion [M].Lew is Pub lishers,1995. [3] 施斌,王宝军,宁文务.各向异性粘性土蠕变的微观力学模型 [J].岩土工程学报,1997,19(3):7~13.Sh i B in,W ang B aojun,N ing W enwu.M icrom echan ical model oncreep of anisotrop ic clay.C hinese Jou rn al of G eotechn ical E ngineering,1997,19(3):7~13. [4] 沈珠江.广义吸力和非饱和土的统~变形理论 [J].岩土工程学报,1996,18(2):1~9.Shen Zhu jiang.G eneralized suction and un if ied deform ation th eory for unsatu rated so ils.Ch inese Journ al of G eotechn ical Eng ineering,1996,18(2):1~9. [5] 谢定义,齐吉琳,张振中.考虑土结构性的本构关系 [J].土木工程学报,2000,33(4):35~41.X ie D ingyi, Q i Jil in,Zhang Zhenzhong.A const itut ive law s con s idering soil structural p roperties.Ch ina C iv il Eng ineering Journal, 2000,33(4):35~41. [6] 肖树芳,雷华阳,房后国等.近代海积软土结构性及弹-塑性模型研究 [J].工程地质学报,2000,8(4):394~399.X iao Shu fang,L eiH uayang,Fang H ouguo,et a.l.S tudy on the stru ctura l characterist ics and elast ic-p last ic m odel of recent m arin e soft soil. Jou rnal of Eng ineering G eology,2000,8(4):394~399. [7] 王国欣,肖树芳.土结构性本构模型研究现状综述 [J].工程地质学报,2006,14(5):620~626.W ang G uox in,X iao Shu fang.R ev iew on curren t situat ion of so il stru ctural const itu tive models.Journal of Engin eering G eology,2006,14(5):620~626. [8] 林斌,赵法锁.黄土的小形变本构特征及参数研究 [J].工程地质学报,2006,14(3):356~359.L in B in,Zhao Fasuo.C onst itu tive characterist ics and param eters of sm all d eformat ion of loess.Jou rn al of Engineering G eology,2006,14(3):356~359. |