EI、Scopus 收录
中文核心期刊
Quick Search Issue Search Advanced Search
Volume 47 Issue 6
Turn off MathJax
Article Contents
Abstract
References
Related Articles
Wu Di, Zhou Shunhua, Li Yaochen. A DEFORMATION-INFILTRATION-DISPERSION COUPLING MODEL FOR THE SLURRY INFILTRATION COMPUTATION IN SATURATED SAND[J]. Chinese Journal of Theoretical and Applied Mechanics, 2015, 47(6): 1026-1036. DOI: 10.6052/0459-1879-15-011
Citation: Wu Di, Zhou Shunhua, Li Yaochen. A DEFORMATION-INFILTRATION-DISPERSION COUPLING MODEL FOR THE SLURRY INFILTRATION COMPUTATION IN SATURATED SAND[J]. Chinese Journal of Theoretical and Applied Mechanics, 2015, 47(6): 1026-1036. DOI: 10.6052/0459-1879-15-011
shu

A DEFORMATION-INFILTRATION-DISPERSION COUPLING MODEL FOR THE SLURRY INFILTRATION COMPUTATION IN SATURATED SAND

  • 1.

    Key Laboratory of Road and Tra c Engineering of the Ministry of Education, Tongji University, Shanghai 201804, China

  • 2. School of Aerospace Engineering and Applied Mechanics, Tongji University, Shanghai 200092, China

  • Received Date: January 15, 2015
  • Revised Date: June 23, 2015
    Graphical Abstract
    • Abstract
  • Soil deformation and water seepage are ignored in the computation of slurry infiltration in traditional method. In this paper, the particle dispersion equation coupled with seepage velocity is derived according to the particle mass conversation, which highlights the dynamic properties of the suspended particles transport and deposition. The continuity equation for the suspension is proposed by modifying the water continuity equation in Biot's consolidation theory considering the e ect of particle deposition in slurry. Based on this, non-linear governing equations for slurry infiltration coupling deformation, infiltration and dispersion are derived and the corresponding variational principles are established. Finite element model based on the principles is established and the equations are solved with both incremental and iterative techniques. Computational results are validated by predicting the data from one-dimensional model test, and better agreement with the experimental data is shown compared to the traditional method which only considered particle convection and dispersion. The slurry infiltration in slurry trench is calculated with the method proposed in this paper. The deposition amount of slurry particles grows with the increasing depth, which indicates that a strict vertical degree control is needed during the shallow slurry trench construction. The excavating schedule can be determined considering the filled extent by the slurry particles according to the computation.
    • FullText(HTML)
    • References (26)
  • Moghadasi J, Muller-Steinhagen H, Jamialahmadi M, et al. Theoretical and experimental study of particle movement and deposition in porous media during water injection. J Petrol Sci Eng, 2004, 43:163-181
    Lee J, Koplik J. Network model for deep bed filtration. Phys Fluids, 2001, 13: 1076-1086
    Bolster CH, Mills AL, Hornberger GM, et al. Spatial distribution of deposited bacteria following miscible displacement experiments in intact cores. Water Resources Research, 1999, 35(6): 1797-1807
    Reddi LN, Xiao M, Malay GH, et al. Physical clogging of soil filters under constant flow rate versus constant head. Can Geotech J, 2005, 42: 804-811
    Tong M, Johnaon WP. Excess colloid retention in porous media as a function of colloid size, fluid velocity, and grain angularity. Environ Sci technol, 2006, 40: 7725-7731
    Kretzschmar R, Barmettler K, Grolimund D, et al. Experimental determination of colloid deposition rates and collision efficiencies in natural porous media. Water Resources Research, 1997, 33(5): 1129-1137
    Redman JA, Grant SB, Olson TM, et al. Filtration of recombinant Norwalk virus particles and bacteriophage MS2 in quartz sand: Importance of electrostatic interactions. Environmental Science & Technology, 1997, 31(12): 3378-3383
    Ghislain De Marsily G. Quantitative Hydrogeology: Groundwater Hydrology for Engineers. Orlando: Academic Press, 1986
    McDowell-Boyer LM, Hunt JR, Sitar N. Particle transport through porous media. Water Resour Res, 1986, 22: 1901-1921
    Herzig JP, Leclerc DM, Le Goff P. Flow of suspension through porous media: application to deep bed filtration. Indian Eng Chem, 1970, 62: 8-35
    孟旭辉,王亮,郭照立. 多孔介质中流固作用力的动量交换计算. 力学学报, 2014, 04: 525-532 (Meng Xuhui, Wang Liang, Guo Zhaoli. Force evaluation using momentum-exchange method in porous media. Chinese Journal of Theoretical and Applied Mechanics, 2014, 04: 525-532 (in Chinese))
    Bradford SA, Simunek J, Bettahar M, et al. Modeling colloid attachment, straining, and exclusion in saturated porous media. Environmental Science & Technology, 2003, 37(10): 2242-2250
    Bradford SA, Yates SR, Bettahar M, et al. Physical factors affecting the transport and fate of colloids in saturated porous media. Water Resources Research, 2002, 38(12): 63-1-63-12
    Alem A, Elkawafi A, Ahfir ND, et al. Filtration of kaolinite particles in a saturated porous medium: hydrodynamic effects. Hydrogeology Journal, 2013, 21: 573-586
    Watanabe T, Yamazaki H. Giant size slurry shield is a success in Tokyo. Tunnels and Tunnelling, 1981, 13: 13-17
    韩晓瑞,朱伟,刘泉维等. 泥浆性质对泥水盾构开挖面泥膜形成质量影响. 岩土力学, 2008, S1: 288-292 (Han Xiaorui, Zhu Wei, Liu Quanwei, et al. Influence of slurry property on filter-cake quality on working face of slurry shield. Rock and Soil Mechanics, 2008, S1: 288-292 (in Chinese))
    闵凡路,朱伟,魏代伟等. 泥水盾构泥膜形成时开挖面地层孔压变化规律研究. 岩土工程学报, 2013, 04: 722-727 (Min Fanlu, Zhu Wei, Wei Daiwei, et al. Change of pore water pressure in soil as filter cakes formed on excavation face in slurry shield. Chinese Journal of Geotechnical Engineering, 2013, 04: 722-727 (in Chinese))
    胡欣雨,张子新,徐营. 黏性土层中泥水盾构泥浆作用对开挖面土体强度和侧向变形特性影响研究. 岩土工程学报, 2009, 11: 1735-1743 (Hu Xinyu, Zhang Ziyin, Xu Ying. Slurry pressurized effect on strength and deformation characteristics of clay soil at excavationface in slurry shield. Chinese Journal of Geotechnical Engineering, 2009, 11: 1735-1743 (in Chinese))
    白云,孔祥鹏,廖少明. 泥水盾构泥膜动态形成机制研究. 岩土力学, 2010, S2: 19-24 (Bai Yun, Kong Xiangpeng, Liao Shaoming. Research on dynamic formation mechanism of slurry membrane for slurry shield. Rock and Soil Mechanics, 2010, S2: 19-24 (in Chinese))
    刘成,孙钧,赵志峰等. 泥水盾构泥膜形成二维理论分析. 岩土力学, 2013, 06: 1593-1597,1628 (Liu Cheng, Sun Jun, Zhao Zhifeng, et al. Two-dimensional theoretical analysis of slurry membrane formation process in slurry shield. Rock and Soil Mechanics, 2013, 06: 1593-1597,1628 (in Chinese))
    Biot MA. General theory of three-demension consolidation. Journal of Applied Physics, 1941, 12: 155-164
    Carman PC. Fluid flow through granular beds. Trans Amer Inst Chem Eng, 1937, 15: 150-166
    Maroudas A, Eisenklam P. Clarification of suspensions: a study of particle deposition in granular media: Part I-Some observations on particle deposition. Chemical Engineering Science, 1965, 20(10): 867-873
    Ikni T, Benamar A, Kadri M, et al. Particle transport within water-saturated porous media: Effect of pore size on retention kinetics and size selection. Comptes Rendus Geoscience, 2013, 345: 392-400
    Li YC. Finite element analysis for a finite conductivity fracture in an infinite poroelastic medium. International Journal for Numerical and Analytical Methods in Geomechanics, 1999, 23: 187-215  3.0.CO;2-L">
    陈星欣. 饱和多孔介质中颗粒迁移和沉积特性研究. [博士论文]. 北京: 北京交通大学, 2013. 28-29 (Chen Xingxin. Study on the particle transport and deposition in saturated porous media. [PhD Thesis]. Beijing: Beijing Jiaotong University, 2013. 28-29 (in Chinese))
    • Related Articles

  • Related Articles

    [1]Lifu Liang, En Luo, Xiaojiu Feng. A variational principle form for initial value problems in analytical mechanics[J]. Chinese Journal of Theoretical and Applied Mechanics, 2007, 39(1): 106-111. DOI: 10.6052/0459-1879-2007-1-2006-027
    [2]MULTI-VARIABLE VARIATIONAL PRINCIPLES FORPLATE BENDING AND PLANE ELASTICITY[J]. Chinese Journal of Theoretical and Applied Mechanics, 1999, 31(6): 717-723. DOI: 10.6052/0459-1879-1999-6-1995-085
    [3]A FAMILY OF UNIFIED CLASSICAL VARIATIONAL PRINCIPLES IN COUPLED THERMOELASTO DYNAMICS[J]. Chinese Journal of Theoretical and Applied Mechanics, 1999, 31(2): 165-172. DOI: 10.6052/0459-1879-1999-2-1995-019
    [4]THE SEMI-ANALYTICAL METHOD BASED ON GURTIN VARIATIONAL PRINCIPLES TO SOLVE DYNAMIC RESPONSE OF ONE DIMENSION[J]. Chinese Journal of Theoretical and Applied Mechanics, 1992, 24(6): 708-716. DOI: 10.6052/0459-1879-1992-6-1995-794
    [5]REGION-WISE VARIATIONAL PRINCIPLES AND GENERALIZED VARIATIONAL PRINCIPLES ON COUPLED THERMAL-ELASTICITY[J]. Chinese Journal of Theoretical and Applied Mechanics, 1991, 23(2): 236-243. DOI: 10.6052/0459-1879-1991-2-1995-832
    [6]VARIATIONAL PRINCIPLES OF PERFORATED THIN PLATES AND THE FINITE ELEMENT METHOD FOR BUCKLING AND POST-BUCKLING ANALYSIS[J]. Chinese Journal of Theoretical and Applied Mechanics, 1991, 23(2): 190-200. DOI: 10.6052/0459-1879-1991-2-1995-826
    [7]ON THE VARIATIONAL PRINCIPLES FOR LINEAR THEORY OF DYNAMIC VISCOELASTICITY[J]. Chinese Journal of Theoretical and Applied Mechanics, 1990, 22(4): 484-489. DOI: 10.6052/0459-1879-1990-4-1995-974

Catalog

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (906) PDF downloads (675) Cited by()
    Related

    Download Center

    Author Center

    Copyright © Editorial Office of the Chinese Journal of Mechanics   京ICP备05039218号-1

    Address：15 Beishihuan Xi Lu, Haidian District, Beijing, China   China Pos：100190

    Tel：010-62536271

    Email：lxxb@cstam.org.cn

    微信公众号
    RSS

    Supported by: Beijing Renhe Information Technology Co., Ltd.  Baidu Analytics

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return