›› 2006, Vol. 27 ›› Issue (S1): 214-217.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Study on model of rheological property of soft clay

LIU Lin-chao1，Yan Qi-fang1，Sun Hai-zhong2   

  1. 1. Department of Architecture and Engineering, Xinyang Normal Institute, Xinyang 464000, China； 2. Department of Mechanics and Civil Engineering, Jinan University, Guangzhou 510632, China
  • Received:2005-05-21 Published:2006-12-15

PDF (PC)

168

Abstract: For soft clay which has rheological property, the selection of model is very important for describing mechanical behaviors. Classical model has some disadvantages for describing rheological property of clay; and the classical rheological model and the fractional derivative rheological model are analyzed and compared. The latter is more accurate than the former; and it has a wide application area.

Key words: rheology, viscoelastoplasticity, fractional derivative

CLC Number: 

  • O 317
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
    • [1] LIU Zhong-yu, CUI Peng-lu, ZHENG Zhan-lei, XIA Yang-yang, ZHANG Jia-chao. Analysis of one-dimensional rheological consolidation with flow described by non-Newtonian index and fractional-order Merchant’s model [J]. Rock and Soil Mechanics, 2019, 40(6): 2029-2038.
    [2] CHU Zhao-fei, LIU Bao-guo, REN Da-rui, SONG Yu, MA Qiang, . Development of rheology similar material of soft rock and its application in model test [J]. Rock and Soil Mechanics, 2019, 40(6): 2172-2182.
    [3] CHEN Wei-zhong, LI Fan-fan, MA Yong-shang, LEI Jiang, YU Hong-dan, XING Tian-hai, ZHENG You-lei, JIA Xiao-dong, . Development of a parallel-linkage triaxial testing machine for THM coupling in soft rock [J]. Rock and Soil Mechanics, 2019, 40(3): 1213-1220.
    [4] FAN Ning, NIAN Ting-kai, ZHAO Wei, LU Shuang, SONG Lei, YIN Ping,. Rheological test and strength model of submarine mud flow [J]. , 2018, 39(9): 3195-3202.
    [5] WANG Lei, LI Lin-zhong, XU Yong-fu, XIA Xiao-he, SUN De-an，. Analysis of one-dimensional consolidation of fractional viscoelastic saturated soils with semi-permeable boundary [J]. , 2018, 39(11): 4142-4148.
    [6] GAO Yan-bin. Use of time-dependent SBS method in undrained creep pore-pressure analysis of clay [J]. , 2018, 39(11): 4176-4182.
    [7] YANG Cheng, WEN Chang-ping. Study of nonlinear rheology of improved expansive soil based on model theory and genetic creep theory [J]. , 2016, 37(S2): 75-82.
    [8] FANG Ying-guang, PENG Zhan-qi, GU Ren-guo, HU Yu-guang, OU Zhen-feng, LI Bo, . Analysis of creep test on effect of rheological material on soft soil rheological parameter [J]. , 2016, 37(S2): 257-262.
    [9] DENG Hua-feng , ZHOU Mei-ling , LI Jian-lin , HU Ya-yun , XIAO Zhi-yong , WANG Yu , . Experimental research on unloading triaxial rheological mechanical properties of sandy mudstone [J]. , 2016, 37(2): 315-322.
    [10] LUO Qing-zi , CHEN Xiao-ping , WANG Sheng , HUANG Jing-wu,. An experimental study of time-dependent deformation behaviour of soft soil and its empirical model [J]. , 2016, 37(1): 66-75.
    [11] YANG Zhen-wei , JIN Ai-bing , WANG Kai , MENG Xin-qiu , GAO Yu-juan，. Development and application of a visco-elastoplastic constitutive model in particle flow code [J]. , 2015, 36(9): 2708-2715.
    [12] DING Jing-yang ，ZHOU Hong-wei ，CHEN Qiong ，LIU Di ，LIU Jian-feng,. Characters of rheological damage and constitutive model of salt rock [J]. , 2015, 36(3): 769-776.
    [13] WU Fei , LIU Jian-feng , WU Zhi-de , BIAN Yu , ZHOU Zhi-wei，. Fractional nonlinear creep constitutive model of salt rock [J]. , 2014, 35(S2): 162-167.
    [14] WANG Guo-cui, LIANG Zhi-rong, WEI Xiang. Study of time effect on top-down excavation of Shanghai Zhongshan Hospital [J]. , 2014, 35(S2): 495-500.
    [15] YU Wen-sheng , PING Yang,. Research on deformation forecasting of tunnel surrounding rock based on viscoelastic constitutive behavior [J]. , 2014, 35(S1): 35-41.
    Viewed
    Full text


    Abstract

    Cited
      Shared   
      Discussed   
    [1] XIAO Heng-lin，ZHANG Jin-feng，HE Jun. Research on measuring method of flow velocity based on distributed optical fiber sensing technology[J]. , 2009, 30(11): 3543 -3547 .
    [2] ZHAO Hong-bao, YIN Guang-zhi, LI Xiao-shuang. Experimental study of characteristics of tensile burned gritstone[J]. , 2010, 31(4): 1143 -1146 .
    [3] YANG Yong-bo, LIU Ming-gui, ZHANG Guo-hua, LI Qi. Analysis of construction parameter optimization for new large cross-section tunnel next to existing tunnels[J]. , 2010, 31(4): 1217 -1226 .
    [4] Lü Tao, YANG Qiu-yu, GENG Xue-yong, CHEN Li-wei, Yang Li-jian, LI Hai-bo. Study of influence of rock hardness on characteristic of seismic response of bedrock-foundation of nuclear power plants[J]. , 2010, 31(4): 1319 -1325 .
    [5] CHEN Zhi-qiang, ZHANG Yong-xing, ZHOU Jian-ying. Experimental study of deep tunnel surrounding rock rockburst proneness with similarity material simulating method based on digital speckle correlation technique[J]. , 2011, 32(S1): 141 -148 .
    [6] LIANG Yong-heng, SHAO Sheng-jun, WANG Tao-tao. Analysis of current status of Xi'an cracks and MTR measures for tunnel construction[J]. , 2009, 30(S2): 399 -403 .
    [7] YAO Yang-ping , NIU Lei , HAN Li-ming , HU He-xiang , WANG Guang-de. Experimental study of behaviors of overconsolidated unsaturated clays[J]. , 2011, 32(6): 1601 -1606 .
    [8] WEN Shi-qing , LIU Han-long , CHEN Yu-min. Analysis of load transfer characteristics of single grouted gravel pile[J]. , 2011, 32(12): 3637 -3641 .
    [9] LI Li-hua，TANG Hui-ming，LIU Shu-hua. Microstructure of lunar soil and lunar soil simulant[J]. , 2012, 33(1): 31 -34 .
    [10] PENG Fang-le , LI Fu-lin , BAI Xiao-yu. A dynamic relaxation - finite element method for strong nonlinearity caused by post-peak strain softening of sands[J]. , 2012, 33(2): 590 -596 .
    Copyright © Rock and Soil Mechanics, All Rights Reserved.
    Tel: 027-87198484, 87199252, 87199253, 87198752　E-mail: ytlx@whrsm.ac.cn
    Powered by Beijing Magtech Co. Ltd