参考文献/References:
[1] Burland J B.On the compressibility and shear strength of natural clays[J]. Geotechnique,1990,40(3):329-378.
[2] Leroueil S,Vaughall P R.The general and congruent effects of structure in natural soils and weak rocks[J].Geotechnique,1990,40(3):467-488.
[3] Chandler R J.Clay sediments in depositional basin:the geotechnical cycle[J]. The Quarterly Journal of Engineering Geology and Hydrology,2000,33(1):7-39.
[4] 魏星,黄茂松.天然结构性黏土的各向异性边界面模型[J].岩土工程学报,2007,29(8):1224-1229.
Wei Xing,Huang Maosong.Anisotropic bounding surface model for natural structured clays[J]. Chinese J Geot Eng,2007,29(8):1224-1229.(in Chinese)
[5] 王立忠,沈恺伦.K0固结结构性软黏土的本构模型[J].岩土工程学报,2007,29(4):496-504.
Wang Lizhong,Shen Kailun.A constitutive model of K00 consolided structured soft clays[J]. Chinese J Geot Eng,2007, 29(4):496-504.(in Chinese)
[6] Díaz-Rodríguez J A,Leroueil S,Alemán J D.Yielding of Mexico City clay and other natural clays[J].Journal of Geotechnical Engineering ASCE,1992,118(7):981-995.
[7] Tavenas F,Leroueil S.Effects of stresses and time on yielding of clays[C] //Proc 9th Int Conf on Soil Mech and Found Engrg.Okyo,Japan,1977:319-326.
[8] Graham J,Noonan M L,Lew K V.Yield states and stress-strain relationships in a natural plastic clay[J].Can Geotech J,1983,20(3):502-516.
[9] Smith P R,Hight D W.The yielding of Bothkennar clay[J]. Geotechnique,1992,42(2):257-274.
[10] 沈凯伦.软黏土结构性、塑性各向异性及其演化[D].杭州:浙江大学建筑工程学院,2006.
[11] 陈艺南,潘华良,刘松玉,等.连云港滨海相软土工程特性[J].岩土工程技术,2001(4):212-216.
Chen Yinan,Pan Hualiang,Liu Songyu,et al.Characteristic of marine soft soil in Lianyungang[J].Geotechnical Engineering Technique,2001(4):212-216.(in Chinese)
[12] Nakano M,Nakai K,Noda T,et al.Simulation of shear and one-dimensional compression behavior of naturally deposited clays by super/subloading yield surface Cam-clay model [J]. Soils and Foundations,2005,45(1):141-l51.