Analytical solution for one-dimensional electro-osmotic consolidation of double–layered system
Electro-osmotic consolidation can be used as a valid and innovative technique for ground improvement. Considering the limitation of previous studies that layered soil heterogeneity was not taken into account, this paper presented an analytical model for one-dimensional(1D) electro-osmotic consolidat...
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| Vydáno v: | Computers and geotechnics Ročník 122; s. 103496 |
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| Hlavní autoři: | , , |
| Médium: | Journal Article |
| Jazyk: | angličtina |
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New York
Elsevier Ltd
01.06.2020
Elsevier BV |
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| ISSN: | 0266-352X, 1873-7633 |
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| Abstract | Electro-osmotic consolidation can be used as a valid and innovative technique for ground improvement. Considering the limitation of previous studies that layered soil heterogeneity was not taken into account, this paper presented an analytical model for one-dimensional(1D) electro-osmotic consolidation of double-layered soil, and a computer program of fully explicit solutions for excess pore pressure and degree of consolidation was developed. In order to validate its accuracy, a series of verification examples were conducted using analytical approach and the finite difference method. Comparison results demonstrated excellent accuracy of the proposed solutions. Furthermore, parametric studies were conducted to investigate the influence of relative permeability and compressibility relationship on the consolidation behavior. It can be found that the differences of hydraulic conductivities and electro-osmosis conductivities in the two layers will lead to a sharp change of the excess pore pressure profiles at the interface of two layers. A larger value of coefficient of volume compressibility in the second layer will slow down the dissipation process of excess pore pressure. A thicker layer with higher compressibility will result in a slower the rate of dissipation of the excess pore pressure, and a thicker layer with higher permeability causes a smaller value of the excess pore pressure, while in the layer of lower permeability, the opposite occurs. |
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| AbstractList | Electro-osmotic consolidation can be used as a valid and innovative technique for ground improvement. Considering the limitation of previous studies that layered soil heterogeneity was not taken into account, this paper presented an analytical model for one-dimensional(1D) electro-osmotic consolidation of double-layered soil, and a computer program of fully explicit solutions for excess pore pressure and degree of consolidation was developed. In order to validate its accuracy, a series of verification examples were conducted using analytical approach and the finite difference method. Comparison results demonstrated excellent accuracy of the proposed solutions. Furthermore, parametric studies were conducted to investigate the influence of relative permeability and compressibility relationship on the consolidation behavior. It can be found that the differences of hydraulic conductivities and electro-osmosis conductivities in the two layers will lead to a sharp change of the excess pore pressure profiles at the interface of two layers. A larger value of coefficient of volume compressibility in the second layer will slow down the dissipation process of excess pore pressure. A thicker layer with higher compressibility will result in a slower the rate of dissipation of the excess pore pressure, and a thicker layer with higher permeability causes a smaller value of the excess pore pressure, while in the layer of lower permeability, the opposite occurs. |
| ArticleNumber | 103496 |
| Author | Gong, Wen-Hui Liu, Yang Zhao, Xu-Dong |
| Author_xml | – sequence: 1 givenname: Xu-Dong surname: Zhao fullname: Zhao, Xu-Dong – sequence: 2 givenname: Yang surname: Liu fullname: Liu, Yang email: ly205@hust.edu.cn – sequence: 3 givenname: Wen-Hui surname: Gong fullname: Gong, Wen-Hui |
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| Cites_doi | 10.1680/geot.11.T.008 10.1680/geot.1970.20.1.81 10.1061/(ASCE)GM.1943-5622.0000539 10.1680/geot.1967.17.3.214 10.1061/JSFEAQ.0001453 10.1061/(ASCE)GT.1943-5606.0001128 10.1139/t01-102 10.1016/j.geotexmem.2010.11.011 10.1016/j.compgeo.2018.04.021 10.1007/s00254-008-1587-3 10.1139/t04-045 10.1016/j.geotexmem.2017.06.003 10.1061/(ASCE)GT.1943-5606.0000075 10.1016/S0266-352X(01)00017-9 10.1016/S0266-1144(03)00049-9 10.1016/j.geotexmem.2016.03.004 10.1061/JSFEAQ.0001178 10.1139/cgj-2016-0293 10.1016/j.enggeo.2018.09.024 10.1016/j.clay.2015.04.006 10.1061/(ASCE)GM.1943-5622.0001193 10.1002/nag.391 10.3208/sandf.42.4_1 10.1016/j.compgeo.2013.05.012 10.1016/j.compgeo.2013.07.009 10.1139/T09-012 10.1139/t91-093 10.1016/j.geotexmem.2014.04.001 10.1016/j.compgeo.2015.12.007 10.1016/j.clay.2014.09.014 10.1016/j.geotexmem.2016.01.001 10.1002/nag.1610161104 10.1080/07373937.2017.1367693 10.1061/(ASCE)0733-9372(1999)125:1(27) 10.1016/j.clay.2015.05.012 10.1061/(ASCE)GT.1943-5606.0001418 10.1016/j.cageo.2017.03.002 10.1139/t06-112 10.1061/(ASCE)1090-0241(2003)129:9(838) 10.1016/S0266-352X(99)00012-9 10.1007/s11440-015-0366-z 10.1680/geot.1990.40.4.557 10.1680/geot.1994.44.2.239 10.1016/j.compgeo.2018.09.011 10.1139/cgj-2014-0031 10.1016/j.compgeo.2018.11.020 10.1139/t98-018 10.1016/j.compgeo.2019.103145 10.1016/j.geotexmem.2012.10.007 10.1016/j.compgeo.2018.07.012 10.1061/(ASCE)GM.1943-5622.0000821 10.1002/nag.191 10.1016/j.geotexmem.2015.04.005 10.1016/j.geotexmem.2018.12.010 10.1061/(ASCE)GT.1943-5606.0001417 10.1002/nag.2477 10.1680/geot.13.P.096 10.1007/s11440-013-0262-3 10.1016/j.compgeo.2016.12.026 10.1680/geot.12.P.133 10.1016/j.compgeo.2005.05.003 10.1016/j.compgeo.2013.06.003 10.1680/geot.2003.53.8.759 10.1002/nag.2497 10.1016/j.compgeo.2019.01.013 10.1016/j.geotexmem.2009.10.007 10.1016/j.compgeo.2013.11.009 |
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| Keywords | Coefficient of volume compressibility Electro-osmotic consolidation Double-layered soil Analytical solution Coefficient of permeability |
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| References | Nogami, Li (b0260) 2003; 129 Nogami, Li (b0255) 2002; 42 Liu, Lei, Zheng (b0275) 2014; 42 Wu, Hu, Wen (b0200) 2017; 103 Wu, Hu, Qi, Wen (b0135) 2017; 17 Lo, Ho (b0015) 1991; 28 Wang, Wang, Liu, Fu, Shen, Yuan (b0145) 2019; 105 Burnotte, Lefebvre, Grondin (b0025) 2004; 41 Liu, Lei (b0235) 2013; 54 Wang, Jiao (b0265) 2004; 28 Xie, Xia, An, Ying, Wu (b0310) 2016; 40 Xie, Wang, Yan, Chen (b0335) 2017; 54 Lamont-Black, Jones, Alder (b0065) 2016; 44 Lamont-Black, Jones, White (b0085) 2015; 43 Gray (b0010) 1970; 20 Shang (b0120) 1998; 35 Wu, Qi, Hu, Wen (b0140) 2017; 85 Chen, Zhou, Wang, Chen (b0245) 2005; 32 Wu, Hu (b0040) 2014; 101 Yuan, Hicks (b0180) 2016; 40 Moradi, Keshavarz, Fazeli (b0300) 2019; 107 Hu, Wu, Wu (b0155) 2012; 62 Bourgès-Gastaud, Stoltz, Dolez, Blond, Touze-Foltz (b0080) 2015; 52 Tang, Onitsuka (b0250) 2001; 25 Su, Wang (b0125) 2003; 53 Feldkamp, Belhomme (b0150) 1990; 40 Deng, Zhou (b0190) 2016; 142 Fox, Pu, Berles (b0285) 2014; 140 Wang, Zhao, Cai, Fu, Li, Hu (b0090) 2018; 246 Zhou, Deng, Wang (b0160) 2013; 54 Xie, Thomas, Chen, Sedighi, Zhan, Tang (b0325) 2015; 10 Schiffmann, Stein (b0215) 1970; 96 Zhou, Lok, Zhao, Mei, Li (b0280) 2017; 45 Acar, Hamed, Alshawabkeh, Gale (b0100) 1994; 44 Zhou, Deng, Fu (b0210) 2019; 114 Chen, Xie, Ke, Chen (b0320) 2008; 58 Wu, Hu, Wen (b0050) 2015; 111 Alshawabkeh, Yeung, Bricka (b0095) 1999; 125 Yuan, Hicks (b0170) 2013; 54 Ou, Chien, Chang (b0035) 2009; 46 Jones, Lamont-Black, Glendinning (b0105) 2011; 29 Lefebvre, Burnotte (b0020) 2002; 39 Xie (b0225) 1994; 16 Xie, Xie, Jiang (b0240) 2002; 29 Peng, Ye, Alshawabkeh (b0045) 2015; 114 Walker, Indraratna, Sivakugan (b0270) 2009; 135 Fazeli, Keshavarz, Moradi (b0305) 2018; 18 Xie, Xia, An, Hu, Zhang (b0315) 2016; 73 Xie, Wang, Bouazza, Feng (b0340) 2018; 101 Hu, Wu (b0165) 2014; 64 Wang, Ma, Liu, Mi, Cai, Fu (b0055) 2016; 44 Chew, Karunaratne, Kuma, Lim, Toh, Hee (b0030) 2004; 22 Esrig (b0110) 1968; 94 Zhou, Deng (b0205) 2019; 109 Wan, Mitchell (b0115) 1976; 102 Yuan, Hicks (b0195) 2017; 36 Shan, Ling, Ding (b0295) 2014; 57 Xie, Lou, Chen, Jin, Zhan, Tang (b0330) 2013; 36 Huang, Li (b0345) 2018; 103 Bjerrum, Moum, Eide (b0005) 1967; 17 Lee, Xie, Cheung (b0220) 1992; 16 Pu, Fox (b0290) 2016; 16 Yuan, Hicks (b0175) 2015; 11 Deng, Zhou (b0185) 2016; 142 Fourie, Johns, Jones (b0070) 2007; 44 Fourie, Jones (b0075) 2010; 28 Wu, Hu (b0130) 2013; 63 Zhang, Hu (b0060) 2019; 47 Xie, Xie, Gao (b0230) 1999; 24 Deng (10.1016/j.compgeo.2020.103496_b0185) 2016; 142 Acar (10.1016/j.compgeo.2020.103496_b0100) 1994; 44 Nogami (10.1016/j.compgeo.2020.103496_b0255) 2002; 42 Wu (10.1016/j.compgeo.2020.103496_b0140) 2017; 85 Zhou (10.1016/j.compgeo.2020.103496_b0210) 2019; 114 Fourie (10.1016/j.compgeo.2020.103496_b0075) 2010; 28 Gray (10.1016/j.compgeo.2020.103496_b0010) 1970; 20 Xie (10.1016/j.compgeo.2020.103496_b0310) 2016; 40 Huang (10.1016/j.compgeo.2020.103496_b0345) 2018; 103 Su (10.1016/j.compgeo.2020.103496_b0125) 2003; 53 Hu (10.1016/j.compgeo.2020.103496_b0155) 2012; 62 Alshawabkeh (10.1016/j.compgeo.2020.103496_b0095) 1999; 125 Wan (10.1016/j.compgeo.2020.103496_b0115) 1976; 102 Shang (10.1016/j.compgeo.2020.103496_b0120) 1998; 35 Wu (10.1016/j.compgeo.2020.103496_b0040) 2014; 101 Zhang (10.1016/j.compgeo.2020.103496_b0060) 2019; 47 Xie (10.1016/j.compgeo.2020.103496_b0230) 1999; 24 Xie (10.1016/j.compgeo.2020.103496_b0240) 2002; 29 Lefebvre (10.1016/j.compgeo.2020.103496_b0020) 2002; 39 Tang (10.1016/j.compgeo.2020.103496_b0250) 2001; 25 Xie (10.1016/j.compgeo.2020.103496_b0325) 2015; 10 Wang (10.1016/j.compgeo.2020.103496_b0265) 2004; 28 Yuan (10.1016/j.compgeo.2020.103496_b0195) 2017; 36 Xie (10.1016/j.compgeo.2020.103496_b0330) 2013; 36 Fox (10.1016/j.compgeo.2020.103496_b0285) 2014; 140 Yuan (10.1016/j.compgeo.2020.103496_b0175) 2015; 11 Burnotte (10.1016/j.compgeo.2020.103496_b0025) 2004; 41 Lamont-Black (10.1016/j.compgeo.2020.103496_b0065) 2016; 44 Wu (10.1016/j.compgeo.2020.103496_b0135) 2017; 17 Peng (10.1016/j.compgeo.2020.103496_b0045) 2015; 114 Lo (10.1016/j.compgeo.2020.103496_b0015) 1991; 28 Wang (10.1016/j.compgeo.2020.103496_b0055) 2016; 44 Zhou (10.1016/j.compgeo.2020.103496_b0160) 2013; 54 Bjerrum (10.1016/j.compgeo.2020.103496_b0005) 1967; 17 Wang (10.1016/j.compgeo.2020.103496_b0145) 2019; 105 Hu (10.1016/j.compgeo.2020.103496_b0165) 2014; 64 Walker (10.1016/j.compgeo.2020.103496_b0270) 2009; 135 Schiffmann (10.1016/j.compgeo.2020.103496_b0215) 1970; 96 Xie (10.1016/j.compgeo.2020.103496_b0225) 1994; 16 Liu (10.1016/j.compgeo.2020.103496_b0275) 2014; 42 Zhou (10.1016/j.compgeo.2020.103496_b0205) 2019; 109 Liu (10.1016/j.compgeo.2020.103496_b0235) 2013; 54 Yuan (10.1016/j.compgeo.2020.103496_b0180) 2016; 40 Shan (10.1016/j.compgeo.2020.103496_b0295) 2014; 57 Bourgès-Gastaud (10.1016/j.compgeo.2020.103496_b0080) 2015; 52 Esrig (10.1016/j.compgeo.2020.103496_b0110) 1968; 94 Feldkamp (10.1016/j.compgeo.2020.103496_b0150) 1990; 40 Fazeli (10.1016/j.compgeo.2020.103496_b0305) 2018; 18 Lamont-Black (10.1016/j.compgeo.2020.103496_b0085) 2015; 43 Jones (10.1016/j.compgeo.2020.103496_b0105) 2011; 29 Xie (10.1016/j.compgeo.2020.103496_b0335) 2017; 54 Wu (10.1016/j.compgeo.2020.103496_b0130) 2013; 63 Wu (10.1016/j.compgeo.2020.103496_b0050) 2015; 111 Yuan (10.1016/j.compgeo.2020.103496_b0170) 2013; 54 Moradi (10.1016/j.compgeo.2020.103496_b0300) 2019; 107 Chen (10.1016/j.compgeo.2020.103496_b0320) 2008; 58 Pu (10.1016/j.compgeo.2020.103496_b0290) 2016; 16 Wang (10.1016/j.compgeo.2020.103496_b0090) 2018; 246 Chew (10.1016/j.compgeo.2020.103496_b0030) 2004; 22 Xie (10.1016/j.compgeo.2020.103496_b0315) 2016; 73 Deng (10.1016/j.compgeo.2020.103496_b0190) 2016; 142 Ou (10.1016/j.compgeo.2020.103496_b0035) 2009; 46 Nogami (10.1016/j.compgeo.2020.103496_b0260) 2003; 129 Lee (10.1016/j.compgeo.2020.103496_b0220) 1992; 16 Zhou (10.1016/j.compgeo.2020.103496_b0280) 2017; 45 Xie (10.1016/j.compgeo.2020.103496_b0340) 2018; 101 Wu (10.1016/j.compgeo.2020.103496_b0200) 2017; 103 Chen (10.1016/j.compgeo.2020.103496_b0245) 2005; 32 Fourie (10.1016/j.compgeo.2020.103496_b0070) 2007; 44 |
| References_xml | – volume: 44 start-page: 615 year: 2016 end-page: 622 ident: b0055 article-title: Experimental study on the improvement of marine clay slurry by electroosmosis-vacuum preloading publication-title: Geotext Geomembr – volume: 40 start-page: 1570 year: 2016 end-page: 1593 ident: b0180 article-title: Influence of gas generation in electro-osmosis consolidation publication-title: Int J Numer Anal Met – volume: 29 start-page: 151 year: 2002 end-page: 168 ident: b0240 article-title: A study on one-dimensional nonlinear consolidation of double-layered soil publication-title: Comput Geotech – volume: 22 start-page: 17 year: 2004 end-page: 35 ident: b0030 article-title: A field trial for soft clay consolidation using electric vertical drains publication-title: Geotext Geomembr – volume: 17 start-page: 214 year: 1967 end-page: 235 ident: b0005 article-title: Application of electro-osmosis to a foundation problem in a Norwegian quick clay publication-title: Geotechnique – volume: 35 start-page: 491 year: 1998 end-page: 499 ident: b0120 article-title: Electroosmosis-enhanced preloading consolidation via vertical drains publication-title: Can Geotech J – volume: 107 start-page: 45 year: 2019 end-page: 54 ident: b0300 article-title: One dimensional consolidation of multi-layered unsaturated soil under partially permeable boundary conditions and time-dependent loading publication-title: Comput Geotech – volume: 125 start-page: 27 year: 1999 end-page: 35 ident: b0095 article-title: Practical aspects of in-situ electrokinetic extraction publication-title: J Environ Eng – volume: 85 start-page: 126 year: 2017 end-page: 138 ident: b0140 article-title: Electro-osmotic consolidation of soil with variable compressibility, hydraulic conductivity and electro-osmosis conductivity publication-title: Comput Geotech – volume: 63 start-page: 1074 year: 2013 end-page: 1079 ident: b0130 article-title: Analytical solution for axisymmetric electro-osmotic consolidation publication-title: Geotechnique – volume: 101 start-page: 80 year: 2018 end-page: 94 ident: b0340 article-title: Analytical model for vapour-phase VOCs transport in four-layered landfill composite cover systems publication-title: Comput Geotech – volume: 16 start-page: 26 year: 1994 end-page: 38 ident: b0225 article-title: Theory of one dimensional consolidation of double-layered ground and its applications publication-title: Chinese J Geotech Eng – volume: 28 start-page: 181 year: 2010 end-page: 190 ident: b0075 article-title: Improved estimates of power consumption during dewatering of mine tailings using electrokinetic geosynthetics (EKGs) publication-title: Geotext Geomembr – volume: 10 start-page: 255 year: 2015 end-page: 262 ident: b0325 article-title: Diffusion of organic contaminants in triple-layer composite liners: an analytical modeling approach publication-title: Acta Geotech – volume: 142 start-page: 04015094 year: 2016 ident: b0190 article-title: Modeling electroosmosis and surcharge preloading consolidation. II: Validation and simulation results publication-title: J Geotech Geoenviron – volume: 24 start-page: 265 year: 1999 end-page: 278 ident: b0230 article-title: Theory of one dimensional consolidation of two-layered soil with partially drained boundaries publication-title: Comput Geotech – volume: 94 start-page: 899 year: 1968 end-page: 922 ident: b0110 article-title: Pore pressures, consolidation, and electrokinetics publication-title: J Soil Mech Found Div – volume: 114 start-page: 103145 year: 2019 ident: b0210 article-title: Modelling electro-osmosis–surcharge preloading combined consolidation of unsaturated soils publication-title: Comput Geotech – volume: 44 start-page: 239 year: 1994 end-page: 254 ident: b0100 article-title: Removal of cadmium (II) from saturated kaolinite by the application of electrical current publication-title: Geotechnique – volume: 102 start-page: 473 year: 1976 end-page: 491 ident: b0115 article-title: Electro-osmotic consolidation of soils publication-title: J Geotech Geoenviron – volume: 111 start-page: 76 year: 2015 end-page: 82 ident: b0050 article-title: Electro-osmotic enhancement of bentonite with reactive and inert electrodes publication-title: Appl Clay Sci – volume: 96 start-page: 1499 year: 1970 end-page: 1504 ident: b0215 article-title: One-dimensional consolidation of layered systems publication-title: J Soil Mech Found Div – volume: 44 start-page: 319 year: 2016 end-page: 331 ident: b0065 article-title: Electrokinetic strengthening of slopes – case history publication-title: Geotext Geomembr – volume: 52 start-page: 505 year: 2015 end-page: 514 ident: b0080 article-title: Laboratory device to characterize electrokinetic geocomposites for fluid fine tailings dewatering publication-title: Can Geotech J – volume: 101 start-page: 503 year: 2014 end-page: 509 ident: b0040 article-title: Microfabric change of electro-osmotic stabilized bentonite publication-title: Appl Clay Sci – volume: 142 start-page: 04015093 year: 2016 ident: b0185 article-title: Modeling electroosmosis and surcharge preloading consolidation. I: Model formulation publication-title: J Geotech Geoenviron – volume: 54 start-page: 152 year: 2013 end-page: 165 ident: b0160 article-title: Finite-difference model for one-dimensional electro-osmotic consolidation publication-title: Comput Geotech – volume: 57 start-page: 17 year: 2014 end-page: 23 ident: b0295 article-title: Analytical solution for the 1D consolidation of unsaturated multi-layered soil publication-title: Comput Geotech – volume: 41 start-page: 1038 year: 2004 end-page: 1053 ident: b0025 article-title: A case record of electroosmotic consolidation of soft clay with improved soil–electrode contact publication-title: Can Geotech J – volume: 46 start-page: 727 year: 2009 end-page: 733 ident: b0035 article-title: Soil improvement using electroosmosis with the injection of chemical solutions: field tests publication-title: Can Geotech J – volume: 17 start-page: 06016032 year: 2017 ident: b0135 article-title: Analytical solution for electroosmotic consolidation considering nonlinear variation of soil parameters publication-title: Int J Geomech – volume: 135 start-page: 657 year: 2009 end-page: 663 ident: b0270 article-title: Vertical and radial consolidation analysis of multilayered soil using the spectral method publication-title: J Geotech Geoenviron Eng – volume: 109 start-page: 46 year: 2019 end-page: 57 ident: b0205 article-title: Modelling combined electroosmosis–vacuum–surcharge preloading consolidation considering large-scale deformation publication-title: Comput Geotech – volume: 103 start-page: 218 year: 2018 end-page: 228 ident: b0345 article-title: Generalized analytical solution for 2D plane strain consolidation of unsaturated soil with time-dependent drainage boundaries publication-title: Comput Geotech – volume: 54 start-page: 202 year: 2013 end-page: 209 ident: b0235 article-title: One-dimensional consolidation of layered soils with exponentially time-growing drainage boundaries publication-title: Comput Geotech – volume: 54 start-page: 1567 year: 2017 end-page: 1579 ident: b0335 article-title: Steady-state analytical model for vapour-phase volatile organic compound (VOC) diffusion in layered landfill composite cover systems publication-title: Can Geotech J – volume: 42 start-page: 267 year: 2014 end-page: 276 ident: b0275 article-title: General solutions for consolidation of multilayered soil with a vertical drain system publication-title: Geotext Geomembr – volume: 18 start-page: 04018088 year: 2018 ident: b0305 article-title: Coupled consolidation of layered unsaturated soil under general time-dependent loading publication-title: Int J Geomech – volume: 43 start-page: 359 year: 2015 end-page: 362 ident: b0085 article-title: Electrokinetic geosynthetic dewatering of nuclear contaminated waste publication-title: Geotext Geomembr – volume: 36 start-page: 10 year: 2013 end-page: 18 ident: b0330 article-title: An analytical solution to organic contaminant diffusion through composite liners considering the effect of degradation publication-title: Geotext Geomembr – volume: 16 start-page: 04015064 year: 2016 ident: b0290 article-title: Model for coupled large strain consolidation and solute transport in layered soils publication-title: Int J Geomech – volume: 39 start-page: 399 year: 2002 end-page: 408 ident: b0020 article-title: Improvements of electroosmotic consolidation of soft clays by minimizing power loss at electrodes publication-title: Can Geotech J – volume: 129 start-page: 838 year: 2003 end-page: 848 ident: b0260 article-title: Consolidation of clay with a system of vertical and horizontal drains publication-title: J Geotech Geoenviron Eng – volume: 47 start-page: 166 year: 2019 end-page: 176 ident: b0060 article-title: Laboratory tests of electro-osmotic consolidation combined with vacuum preloading on kaolinite using electrokinetic geosynthetics publication-title: Geotext Geomembr – volume: 103 start-page: 92 year: 2017 end-page: 98 ident: b0200 article-title: Numerical simulation of electro-osmotic consolidation coupling non-linear variation of soil parameters publication-title: Comput Geosci – volume: 73 start-page: 189 year: 2016 end-page: 198 ident: b0315 article-title: A study on the one-dimensional consolidation of double-layered structured soils publication-title: Comput Geotech – volume: 28 start-page: 1385 year: 2004 end-page: 1400 ident: b0265 article-title: Analysis of soil consolidation by vertical drains with double porosity model publication-title: Int J Numer Anal Meth Geomech – volume: 53 start-page: 759 year: 2003 end-page: 763 ident: b0125 article-title: The two-dimensional consolidation theory of electro-osmosis publication-title: Geotechnique – volume: 64 start-page: 155 year: 2014 end-page: 164 ident: b0165 article-title: Mathematical model of electro-osmotic consolidation for soft ground improvement publication-title: Géotechnique – volume: 140 start-page: 04014041 year: 2014 ident: b0285 article-title: CS3: large strain consolidation model for layered soils publication-title: J Geotech Geoenviron Eng – volume: 40 start-page: 1081 year: 2016 end-page: 1098 ident: b0310 article-title: A study on one-dimensional consolidation of layered structured soils publication-title: Int J Numer Anal Meth Geomech – volume: 29 start-page: 381 year: 2011 end-page: 390 ident: b0105 article-title: Electrokinetic geosynthetics in hydraulic applications publication-title: Geotext Geomembr – volume: 16 start-page: 815 year: 1992 end-page: 831 ident: b0220 article-title: A study on one-dimensional consolidation of layered systems publication-title: Int J Numer Anal Meth Geomech – volume: 45 start-page: 487 year: 2017 end-page: 498 ident: b0280 article-title: Analytical solutions to the axisymmetric consolidation of a multi-layer soil system under surcharge combined with vacuum preloading publication-title: Geotext Geomembr – volume: 25 start-page: 1449 year: 2001 end-page: 1465 ident: b0250 article-title: Consolidation of double-layered ground with vertical drains publication-title: Int J Numer Anal Meth Geomech – volume: 246 start-page: 123 year: 2018 end-page: 130 ident: b0090 article-title: Vacuum preloading and electro-osmosis consolidation of dredged slurry pre-treated with flocculants publication-title: Eng Geol – volume: 54 start-page: 60 year: 2013 end-page: 68 ident: b0170 article-title: Large deformation elastic electro-osmosis consolidation of clays publication-title: Comput Geotech – volume: 58 start-page: 1083 year: 2008 end-page: 1094 ident: b0320 article-title: An analytical solution for one-dimensional contaminant diffusion through multi-layered system and its applications publication-title: Environ Geol – volume: 20 start-page: 81 year: 1970 end-page: 93 ident: b0010 article-title: Electrochemical hardening of clay soils publication-title: Geotechnique – volume: 28 start-page: 763 year: 1991 end-page: 770 ident: b0015 article-title: The effects of electroosmotic field treatment on the soil properties of a soft sensitive clay publication-title: Can Geotech J – volume: 42 start-page: 1 year: 2002 end-page: 11 ident: b0255 article-title: Consolidation of system of clay and thin sand layers publication-title: Soils Found – volume: 32 start-page: 358 year: 2005 end-page: 369 ident: b0245 article-title: One-dimensional nonlinear consolidation of multi-layered soil by differential quadrature method publication-title: Comput Geotech – volume: 36 start-page: 973 year: 2017 end-page: 989 ident: b0195 article-title: Numerical evaluation of optimal approaches for electro-osmosis dewatering publication-title: Dry Technol – volume: 105 start-page: 27 year: 2019 end-page: 36 ident: b0145 article-title: Analytical solution for one-dimensional vertical electro-osmotic drainage under unsaturated conditions publication-title: Comput Geotech – volume: 40 start-page: 557 year: 1990 end-page: 568 ident: b0150 article-title: Large-strain electrokinetic consolidation: theory and experiment in one dimension publication-title: Geotechnique – volume: 62 start-page: 537 year: 2012 end-page: 541 ident: b0155 article-title: Numerical model of electro-osmotic consolidation in clay publication-title: Geotechnique – volume: 11 start-page: 127 year: 2015 end-page: 143 ident: b0175 article-title: Numerical simulation of elasto-plastic electro-osmosis consolidation at large strain publication-title: Acta Geotech – volume: 114 start-page: 53 year: 2015 end-page: 60 ident: b0045 article-title: Soil improvement by electroosmotic grouting of saline solutions with vacuum drainage at the cathode publication-title: Appl Clay Sci – volume: 44 start-page: 160 year: 2007 end-page: 172 ident: b0070 article-title: Dewatering of mine tailings using electrokinetic geosynthetics publication-title: Can Geotech J – volume: 62 start-page: 537 issue: 6 year: 2012 ident: 10.1016/j.compgeo.2020.103496_b0155 article-title: Numerical model of electro-osmotic consolidation in clay publication-title: Geotechnique doi: 10.1680/geot.11.T.008 – volume: 20 start-page: 81 issue: 1 year: 1970 ident: 10.1016/j.compgeo.2020.103496_b0010 article-title: Electrochemical hardening of clay soils publication-title: Geotechnique doi: 10.1680/geot.1970.20.1.81 – volume: 16 start-page: 04015064 issue: 2 year: 2016 ident: 10.1016/j.compgeo.2020.103496_b0290 article-title: Model for coupled large strain consolidation and solute transport in layered soils publication-title: Int J Geomech doi: 10.1061/(ASCE)GM.1943-5622.0000539 – volume: 17 start-page: 214 issue: 3 year: 1967 ident: 10.1016/j.compgeo.2020.103496_b0005 article-title: Application of electro-osmosis to a foundation problem in a Norwegian quick clay publication-title: Geotechnique doi: 10.1680/geot.1967.17.3.214 – volume: 96 start-page: 1499 issue: 4 year: 1970 ident: 10.1016/j.compgeo.2020.103496_b0215 article-title: One-dimensional consolidation of layered systems publication-title: J Soil Mech Found Div doi: 10.1061/JSFEAQ.0001453 – volume: 140 start-page: 04014041 issue: 8 year: 2014 ident: 10.1016/j.compgeo.2020.103496_b0285 article-title: CS3: large strain consolidation model for layered soils publication-title: J Geotech Geoenviron Eng doi: 10.1061/(ASCE)GT.1943-5606.0001128 – volume: 39 start-page: 399 issue: 2 year: 2002 ident: 10.1016/j.compgeo.2020.103496_b0020 article-title: Improvements of electroosmotic consolidation of soft clays by minimizing power loss at electrodes publication-title: Can Geotech J doi: 10.1139/t01-102 – volume: 29 start-page: 381 issue: 4 year: 2011 ident: 10.1016/j.compgeo.2020.103496_b0105 article-title: Electrokinetic geosynthetics in hydraulic applications publication-title: Geotext Geomembr doi: 10.1016/j.geotexmem.2010.11.011 – volume: 101 start-page: 80 year: 2018 ident: 10.1016/j.compgeo.2020.103496_b0340 article-title: Analytical model for vapour-phase VOCs transport in four-layered landfill composite cover systems publication-title: Comput Geotech doi: 10.1016/j.compgeo.2018.04.021 – volume: 58 start-page: 1083 issue: 5 year: 2008 ident: 10.1016/j.compgeo.2020.103496_b0320 article-title: An analytical solution for one-dimensional contaminant diffusion through multi-layered system and its applications publication-title: Environ Geol doi: 10.1007/s00254-008-1587-3 – volume: 102 start-page: 473 issue: 5 year: 1976 ident: 10.1016/j.compgeo.2020.103496_b0115 article-title: Electro-osmotic consolidation of soils publication-title: J Geotech Geoenviron – volume: 41 start-page: 1038 issue: 6 year: 2004 ident: 10.1016/j.compgeo.2020.103496_b0025 article-title: A case record of electroosmotic consolidation of soft clay with improved soil–electrode contact publication-title: Can Geotech J doi: 10.1139/t04-045 – volume: 45 start-page: 487 issue: 5 year: 2017 ident: 10.1016/j.compgeo.2020.103496_b0280 article-title: Analytical solutions to the axisymmetric consolidation of a multi-layer soil system under surcharge combined with vacuum preloading publication-title: Geotext Geomembr doi: 10.1016/j.geotexmem.2017.06.003 – volume: 135 start-page: 657 issue: 5 year: 2009 ident: 10.1016/j.compgeo.2020.103496_b0270 article-title: Vertical and radial consolidation analysis of multilayered soil using the spectral method publication-title: J Geotech Geoenviron Eng doi: 10.1061/(ASCE)GT.1943-5606.0000075 – volume: 29 start-page: 151 issue: 2 year: 2002 ident: 10.1016/j.compgeo.2020.103496_b0240 article-title: A study on one-dimensional nonlinear consolidation of double-layered soil publication-title: Comput Geotech doi: 10.1016/S0266-352X(01)00017-9 – volume: 22 start-page: 17 issue: 1–2 year: 2004 ident: 10.1016/j.compgeo.2020.103496_b0030 article-title: A field trial for soft clay consolidation using electric vertical drains publication-title: Geotext Geomembr doi: 10.1016/S0266-1144(03)00049-9 – volume: 44 start-page: 615 issue: 4 year: 2016 ident: 10.1016/j.compgeo.2020.103496_b0055 article-title: Experimental study on the improvement of marine clay slurry by electroosmosis-vacuum preloading publication-title: Geotext Geomembr doi: 10.1016/j.geotexmem.2016.03.004 – volume: 94 start-page: 899 issue: 4 year: 1968 ident: 10.1016/j.compgeo.2020.103496_b0110 article-title: Pore pressures, consolidation, and electrokinetics publication-title: J Soil Mech Found Div doi: 10.1061/JSFEAQ.0001178 – volume: 54 start-page: 1567 issue: 11 year: 2017 ident: 10.1016/j.compgeo.2020.103496_b0335 article-title: Steady-state analytical model for vapour-phase volatile organic compound (VOC) diffusion in layered landfill composite cover systems publication-title: Can Geotech J doi: 10.1139/cgj-2016-0293 – volume: 246 start-page: 123 year: 2018 ident: 10.1016/j.compgeo.2020.103496_b0090 article-title: Vacuum preloading and electro-osmosis consolidation of dredged slurry pre-treated with flocculants publication-title: Eng Geol doi: 10.1016/j.enggeo.2018.09.024 – volume: 111 start-page: 76 year: 2015 ident: 10.1016/j.compgeo.2020.103496_b0050 article-title: Electro-osmotic enhancement of bentonite with reactive and inert electrodes publication-title: Appl Clay Sci doi: 10.1016/j.clay.2015.04.006 – volume: 18 start-page: 04018088 issue: 8 year: 2018 ident: 10.1016/j.compgeo.2020.103496_b0305 article-title: Coupled consolidation of layered unsaturated soil under general time-dependent loading publication-title: Int J Geomech doi: 10.1061/(ASCE)GM.1943-5622.0001193 – volume: 28 start-page: 1385 issue: 14 year: 2004 ident: 10.1016/j.compgeo.2020.103496_b0265 article-title: Analysis of soil consolidation by vertical drains with double porosity model publication-title: Int J Numer Anal Meth Geomech doi: 10.1002/nag.391 – volume: 42 start-page: 1 issue: 4 year: 2002 ident: 10.1016/j.compgeo.2020.103496_b0255 article-title: Consolidation of system of clay and thin sand layers publication-title: Soils Found doi: 10.3208/sandf.42.4_1 – volume: 54 start-page: 60 year: 2013 ident: 10.1016/j.compgeo.2020.103496_b0170 article-title: Large deformation elastic electro-osmosis consolidation of clays publication-title: Comput Geotech doi: 10.1016/j.compgeo.2013.05.012 – volume: 54 start-page: 202 year: 2013 ident: 10.1016/j.compgeo.2020.103496_b0235 article-title: One-dimensional consolidation of layered soils with exponentially time-growing drainage boundaries publication-title: Comput Geotech doi: 10.1016/j.compgeo.2013.07.009 – volume: 46 start-page: 727 issue: 6 year: 2009 ident: 10.1016/j.compgeo.2020.103496_b0035 article-title: Soil improvement using electroosmosis with the injection of chemical solutions: field tests publication-title: Can Geotech J doi: 10.1139/T09-012 – volume: 28 start-page: 763 issue: 6 year: 1991 ident: 10.1016/j.compgeo.2020.103496_b0015 article-title: The effects of electroosmotic field treatment on the soil properties of a soft sensitive clay publication-title: Can Geotech J doi: 10.1139/t91-093 – volume: 42 start-page: 267 issue: 3 year: 2014 ident: 10.1016/j.compgeo.2020.103496_b0275 article-title: General solutions for consolidation of multilayered soil with a vertical drain system publication-title: Geotext Geomembr doi: 10.1016/j.geotexmem.2014.04.001 – volume: 73 start-page: 189 year: 2016 ident: 10.1016/j.compgeo.2020.103496_b0315 article-title: A study on the one-dimensional consolidation of double-layered structured soils publication-title: Comput Geotech doi: 10.1016/j.compgeo.2015.12.007 – volume: 101 start-page: 503 year: 2014 ident: 10.1016/j.compgeo.2020.103496_b0040 article-title: Microfabric change of electro-osmotic stabilized bentonite publication-title: Appl Clay Sci doi: 10.1016/j.clay.2014.09.014 – volume: 44 start-page: 319 issue: 3 year: 2016 ident: 10.1016/j.compgeo.2020.103496_b0065 article-title: Electrokinetic strengthening of slopes – case history publication-title: Geotext Geomembr doi: 10.1016/j.geotexmem.2016.01.001 – volume: 16 start-page: 815 issue: 11 year: 1992 ident: 10.1016/j.compgeo.2020.103496_b0220 article-title: A study on one-dimensional consolidation of layered systems publication-title: Int J Numer Anal Meth Geomech doi: 10.1002/nag.1610161104 – volume: 36 start-page: 973 issue: 8 year: 2017 ident: 10.1016/j.compgeo.2020.103496_b0195 article-title: Numerical evaluation of optimal approaches for electro-osmosis dewatering publication-title: Dry Technol doi: 10.1080/07373937.2017.1367693 – volume: 125 start-page: 27 issue: 1 year: 1999 ident: 10.1016/j.compgeo.2020.103496_b0095 article-title: Practical aspects of in-situ electrokinetic extraction publication-title: J Environ Eng doi: 10.1061/(ASCE)0733-9372(1999)125:1(27) – volume: 114 start-page: 53 year: 2015 ident: 10.1016/j.compgeo.2020.103496_b0045 article-title: Soil improvement by electroosmotic grouting of saline solutions with vacuum drainage at the cathode publication-title: Appl Clay Sci doi: 10.1016/j.clay.2015.05.012 – volume: 142 start-page: 04015094 issue: 4 year: 2016 ident: 10.1016/j.compgeo.2020.103496_b0190 article-title: Modeling electroosmosis and surcharge preloading consolidation. II: Validation and simulation results publication-title: J Geotech Geoenviron doi: 10.1061/(ASCE)GT.1943-5606.0001418 – volume: 103 start-page: 92 year: 2017 ident: 10.1016/j.compgeo.2020.103496_b0200 article-title: Numerical simulation of electro-osmotic consolidation coupling non-linear variation of soil parameters publication-title: Comput Geosci doi: 10.1016/j.cageo.2017.03.002 – volume: 16 start-page: 26 issue: 5 year: 1994 ident: 10.1016/j.compgeo.2020.103496_b0225 article-title: Theory of one dimensional consolidation of double-layered ground and its applications publication-title: Chinese J Geotech Eng – volume: 44 start-page: 160 issue: 2 year: 2007 ident: 10.1016/j.compgeo.2020.103496_b0070 article-title: Dewatering of mine tailings using electrokinetic geosynthetics publication-title: Can Geotech J doi: 10.1139/t06-112 – volume: 129 start-page: 838 issue: 9 year: 2003 ident: 10.1016/j.compgeo.2020.103496_b0260 article-title: Consolidation of clay with a system of vertical and horizontal drains publication-title: J Geotech Geoenviron Eng doi: 10.1061/(ASCE)1090-0241(2003)129:9(838) – volume: 24 start-page: 265 issue: 4 year: 1999 ident: 10.1016/j.compgeo.2020.103496_b0230 article-title: Theory of one dimensional consolidation of two-layered soil with partially drained boundaries publication-title: Comput Geotech doi: 10.1016/S0266-352X(99)00012-9 – volume: 11 start-page: 127 issue: 1 year: 2015 ident: 10.1016/j.compgeo.2020.103496_b0175 article-title: Numerical simulation of elasto-plastic electro-osmosis consolidation at large strain publication-title: Acta Geotech doi: 10.1007/s11440-015-0366-z – volume: 40 start-page: 557 issue: 4 year: 1990 ident: 10.1016/j.compgeo.2020.103496_b0150 article-title: Large-strain electrokinetic consolidation: theory and experiment in one dimension publication-title: Geotechnique doi: 10.1680/geot.1990.40.4.557 – volume: 44 start-page: 239 issue: 2 year: 1994 ident: 10.1016/j.compgeo.2020.103496_b0100 article-title: Removal of cadmium (II) from saturated kaolinite by the application of electrical current publication-title: Geotechnique doi: 10.1680/geot.1994.44.2.239 – volume: 105 start-page: 27 year: 2019 ident: 10.1016/j.compgeo.2020.103496_b0145 article-title: Analytical solution for one-dimensional vertical electro-osmotic drainage under unsaturated conditions publication-title: Comput Geotech doi: 10.1016/j.compgeo.2018.09.011 – volume: 52 start-page: 505 issue: 4 year: 2015 ident: 10.1016/j.compgeo.2020.103496_b0080 article-title: Laboratory device to characterize electrokinetic geocomposites for fluid fine tailings dewatering publication-title: Can Geotech J doi: 10.1139/cgj-2014-0031 – volume: 107 start-page: 45 year: 2019 ident: 10.1016/j.compgeo.2020.103496_b0300 article-title: One dimensional consolidation of multi-layered unsaturated soil under partially permeable boundary conditions and time-dependent loading publication-title: Comput Geotech doi: 10.1016/j.compgeo.2018.11.020 – volume: 35 start-page: 491 issue: 3 year: 1998 ident: 10.1016/j.compgeo.2020.103496_b0120 article-title: Electroosmosis-enhanced preloading consolidation via vertical drains publication-title: Can Geotech J doi: 10.1139/t98-018 – volume: 114 start-page: 103145 year: 2019 ident: 10.1016/j.compgeo.2020.103496_b0210 article-title: Modelling electro-osmosis–surcharge preloading combined consolidation of unsaturated soils publication-title: Comput Geotech doi: 10.1016/j.compgeo.2019.103145 – volume: 36 start-page: 10 year: 2013 ident: 10.1016/j.compgeo.2020.103496_b0330 article-title: An analytical solution to organic contaminant diffusion through composite liners considering the effect of degradation publication-title: Geotext Geomembr doi: 10.1016/j.geotexmem.2012.10.007 – volume: 103 start-page: 218 year: 2018 ident: 10.1016/j.compgeo.2020.103496_b0345 article-title: Generalized analytical solution for 2D plane strain consolidation of unsaturated soil with time-dependent drainage boundaries publication-title: Comput Geotech doi: 10.1016/j.compgeo.2018.07.012 – volume: 17 start-page: 06016032 issue: 5 year: 2017 ident: 10.1016/j.compgeo.2020.103496_b0135 article-title: Analytical solution for electroosmotic consolidation considering nonlinear variation of soil parameters publication-title: Int J Geomech doi: 10.1061/(ASCE)GM.1943-5622.0000821 – volume: 25 start-page: 1449 issue: 14 year: 2001 ident: 10.1016/j.compgeo.2020.103496_b0250 article-title: Consolidation of double-layered ground with vertical drains publication-title: Int J Numer Anal Meth Geomech doi: 10.1002/nag.191 – volume: 43 start-page: 359 issue: 4 year: 2015 ident: 10.1016/j.compgeo.2020.103496_b0085 article-title: Electrokinetic geosynthetic dewatering of nuclear contaminated waste publication-title: Geotext Geomembr doi: 10.1016/j.geotexmem.2015.04.005 – volume: 47 start-page: 166 issue: 2 year: 2019 ident: 10.1016/j.compgeo.2020.103496_b0060 article-title: Laboratory tests of electro-osmotic consolidation combined with vacuum preloading on kaolinite using electrokinetic geosynthetics publication-title: Geotext Geomembr doi: 10.1016/j.geotexmem.2018.12.010 – volume: 142 start-page: 04015093 issue: 4 year: 2016 ident: 10.1016/j.compgeo.2020.103496_b0185 article-title: Modeling electroosmosis and surcharge preloading consolidation. I: Model formulation publication-title: J Geotech Geoenviron doi: 10.1061/(ASCE)GT.1943-5606.0001417 – volume: 40 start-page: 1081 issue: 7 year: 2016 ident: 10.1016/j.compgeo.2020.103496_b0310 article-title: A study on one-dimensional consolidation of layered structured soils publication-title: Int J Numer Anal Meth Geomech doi: 10.1002/nag.2477 – volume: 64 start-page: 155 issue: 2 year: 2014 ident: 10.1016/j.compgeo.2020.103496_b0165 article-title: Mathematical model of electro-osmotic consolidation for soft ground improvement publication-title: Géotechnique doi: 10.1680/geot.13.P.096 – volume: 10 start-page: 255 issue: 2 year: 2015 ident: 10.1016/j.compgeo.2020.103496_b0325 article-title: Diffusion of organic contaminants in triple-layer composite liners: an analytical modeling approach publication-title: Acta Geotech doi: 10.1007/s11440-013-0262-3 – volume: 85 start-page: 126 year: 2017 ident: 10.1016/j.compgeo.2020.103496_b0140 article-title: Electro-osmotic consolidation of soil with variable compressibility, hydraulic conductivity and electro-osmosis conductivity publication-title: Comput Geotech doi: 10.1016/j.compgeo.2016.12.026 – volume: 63 start-page: 1074 issue: 12 year: 2013 ident: 10.1016/j.compgeo.2020.103496_b0130 article-title: Analytical solution for axisymmetric electro-osmotic consolidation publication-title: Geotechnique doi: 10.1680/geot.12.P.133 – volume: 32 start-page: 358 issue: 5 year: 2005 ident: 10.1016/j.compgeo.2020.103496_b0245 article-title: One-dimensional nonlinear consolidation of multi-layered soil by differential quadrature method publication-title: Comput Geotech doi: 10.1016/j.compgeo.2005.05.003 – volume: 54 start-page: 152 year: 2013 ident: 10.1016/j.compgeo.2020.103496_b0160 article-title: Finite-difference model for one-dimensional electro-osmotic consolidation publication-title: Comput Geotech doi: 10.1016/j.compgeo.2013.06.003 – volume: 53 start-page: 759 issue: 8 year: 2003 ident: 10.1016/j.compgeo.2020.103496_b0125 article-title: The two-dimensional consolidation theory of electro-osmosis publication-title: Geotechnique doi: 10.1680/geot.2003.53.8.759 – volume: 40 start-page: 1570 issue: 11 year: 2016 ident: 10.1016/j.compgeo.2020.103496_b0180 article-title: Influence of gas generation in electro-osmosis consolidation publication-title: Int J Numer Anal Met doi: 10.1002/nag.2497 – volume: 109 start-page: 46 year: 2019 ident: 10.1016/j.compgeo.2020.103496_b0205 article-title: Modelling combined electroosmosis–vacuum–surcharge preloading consolidation considering large-scale deformation publication-title: Comput Geotech doi: 10.1016/j.compgeo.2019.01.013 – volume: 28 start-page: 181 issue: 2 year: 2010 ident: 10.1016/j.compgeo.2020.103496_b0075 article-title: Improved estimates of power consumption during dewatering of mine tailings using electrokinetic geosynthetics (EKGs) publication-title: Geotext Geomembr doi: 10.1016/j.geotexmem.2009.10.007 – volume: 57 start-page: 17 year: 2014 ident: 10.1016/j.compgeo.2020.103496_b0295 article-title: Analytical solution for the 1D consolidation of unsaturated multi-layered soil publication-title: Comput Geotech doi: 10.1016/j.compgeo.2013.11.009 |
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| SubjectTerms | Accuracy Analytical solution Coefficient of permeability Coefficient of volume compressibility Compressibility Computer software Consolidation Double-layered soil Electro-osmosis Electro-osmotic consolidation Electroosmosis Exact solutions Finite difference method Heterogeneity Membrane permeability Osmosis Permeability Pore pressure Pore water pressure Pressure Profiles Soil Soil compressibility Soil layers Soil permeability Soils |
| Title | Analytical solution for one-dimensional electro-osmotic consolidation of double–layered system |
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