Citation: | Yang Aiwu, Yan Shuwang, Du Dongju. STUDY ON RHEOLOGICAL DIACHRONIC PROPERTY CONSIDERING STRUCTURAL CHARACTERISTICS OF SOFT DREDGER FILL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 106-111,37. doi: 10.13204/j.gyjz201206023 |
[2] Mesri G,Eehres-Cordero E,Shields D R,et al.Shear Stress-Strain-Time Behaviour of Clays[J].Geotechnique,1981,31(4):537-552.
|
Singh A,Mitchell J K.General Stress-Strain-Time Function forSoils[J].Journal of Soil Mechanics and Foundation Division,ASCE,1968,94(1):21-46.
|
[3] Yin J H,Zhu J G.Elastic Visco-Plastic Consolidation Modeling ofSoft Clay[J].岩土工程学报,1999,21(3):360-365.
|
[4] 廖红建,俞茂宏.黏性土的弹黏塑性本构方程及应用[J].岩土工程学报,1998,20(2):41-44.
|
[5] 殷德顺,任俊娟,和成亮,等.一种新的岩土流变模型元件[J].岩石力学与工程学报,2007,26(9):1899-1903.
|
[6] 雷华阳,肖树芳.天津软土的次固结变形特性研究[J].工程地质学报,2002,10(4):385-389.
|
[7] 殷宗泽,张海波,朱俊高,等.软土的次固结[J].岩土工程学报,2003,25(5):521-526.
|
[8] 于新豹,刘松玉,缪林昌.连云港软土蠕变特性及其工程应用[J].岩土力学,2003,24(6):1001-1006.
|
[9] 师旭超,汪稳,张在喜.广西海相淤泥的次固结特性研究[J].岩土力学,2003,24(5):863-865.
|
[10] 陈晓平,白世伟.软土蠕变-固结特性及计算模型研究[J].岩石力学与工程学报,2003,22(5):728-734.
|
[11] 周秋娟,陈晓平.软土蠕变特性试验研究[J].岩土工程学报,2006,28(5):626-630.
|
[12] 刘汉龙,扈胜霞,Hassan A.真空-堆载预压作用下软土蠕变特性试验研究[J].岩土力学,2008,29(1):6-12.
|
[13] 冯志刚,朱俊高.软土次固结变形特性试验研究[J].水利学报,2009,40(5):583-588.
|
[14] 杨爱武.结构性吹填软土流变特性及其本构模型研究[D].天津:天津大学,2011.
|
[15] Skempton A W.Residual Strength of Clays in Landslide,FoldedStrata and the Laboratory[J].Geotechnique,1985,35(l):1-18.
|
[16] Burland J B.On the Compressibility and Shear Strength of NaturalClays[J].Geotechnique,1990,40(3):329-378.
|
[17] Casagrande A.The Structure of Clay and Its Importance in Foundation Engineering[J].Journal Boston Society Civil Engineers,1932,19(4):168-209.
|
[18] 王立忠,赵志远,李玲玲.考虑土体结构性的修正邓肯-张模型[J].水利学报,2004(l):83-89.
|
[19] 陈宗基.固结及时间效应的单维问题[J].土木工程学报,1958,5(1):1-10.
|