Source Journal for Chinese Scientific and Technical Papers
Core Journal of RCCSE
Included in JST China
Included in the Hierarchical Directory of High-quality Technical Journals in Architecture Science Field
Volume 42 Issue 6
Dec.  2014
Turn off MathJax
Article Contents
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
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

STUDY ON RHEOLOGICAL DIACHRONIC PROPERTY CONSIDERING STRUCTURAL CHARACTERISTICS OF SOFT DREDGER FILL

doi: 10.13204/j.gyjz201206023
  • Received Date: 2011-12-12
  • Publish Date: 2012-06-20
  • Based on undisturbed and remolded samples as test materials, triaxial rheometer was used to studyrheological diachronic characteristics of soft dredger fill. The results showed that the structure affected rheologicalproperties significantly. Because of structure, the undisturbed soil rheological damage peak was higher than that ofremolded soil. When the stress was lower than yield stress, the stable time of rheology of the undisturbed soil was lessthan remolded soil due to the structure' s resistance to deformation. When the stress was higher than yield stress,along with structural damage, its rheological duration characteristics gradually tended to the ones of the remolded soil,eventually to the same.
  • loading
  • [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.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (97) PDF downloads(50) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return