Ma, Guodong; Bui, Ha H.; Lian, Yanjian; Tran, Khoa M.; Nguyen, Giang D. A five-phase approach, SPH framework and applications for predictions of seepage-induced internal erosion and failure in unsaturated/saturated porous media. (English) Zbl 1507.74128 Comput. Methods Appl. Mech. Eng. 401, Part B, Article ID 115614, 41 p. (2022). MSC: 74F10 74-10 PDFBibTeX XMLCite \textit{G. Ma} et al., Comput. Methods Appl. Mech. Eng. 401, Part B, Article ID 115614, 41 p. (2022; Zbl 1507.74128) Full Text: DOI
Ghorbani, Javad; Airey, David W.; El-Zein, Abbas Numerical framework for considering the dependency of SWCCs on volume changes and their hysteretic responses in modelling elasto-plastic response of unsaturated soils. (English) Zbl 1440.74219 Comput. Methods Appl. Mech. Eng. 336, 80-110 (2018). MSC: 74L10 74S05 65M60 74C05 PDFBibTeX XMLCite \textit{J. Ghorbani} et al., Comput. Methods Appl. Mech. Eng. 336, 80--110 (2018; Zbl 1440.74219) Full Text: DOI
Hu, Ran; Hong, Jia-Min; Chen, Yi-Feng; Zhou, Chuang-Bing Hydraulic hysteresis effects on the coupled flow-deformation processes in unsaturated soils: numerical formulation and slope stability analysis. (English) Zbl 1480.74221 Appl. Math. Modelling 54, 221-245 (2018). MSC: 74L10 74N30 PDFBibTeX XMLCite \textit{R. Hu} et al., Appl. Math. Modelling 54, 221--245 (2018; Zbl 1480.74221) Full Text: DOI
Lei, Xiaoqin; Wong, Henry; Fabbri, Antonin; Tuan Anh Bui; Limam, Ali Some general remarks on hyperplasticity modelling and its extension to partially saturated soils. (English) Zbl 1457.74030 Z. Angew. Math. Phys. 67, No. 3, Article ID 64, 18 p. (2016). MSC: 74C05 74C15 74L10 74A15 PDFBibTeX XMLCite \textit{X. Lei} et al., Z. Angew. Math. Phys. 67, No. 3, Article ID 64, 18 p. (2016; Zbl 1457.74030) Full Text: DOI
Moldovan, I. D.; Cao, T. D.; De Freitas, J. A. Teixeira Elastic wave propagation in unsaturated porous media using hybrid-Trefftz stress elements. (English) Zbl 1352.74111 Int. J. Numer. Methods Eng. 97, No. 1, 32-67 (2014). MSC: 74F10 74J05 74S05 76M10 76S05 PDFBibTeX XMLCite \textit{I. D. Moldovan} et al., Int. J. Numer. Methods Eng. 97, No. 1, 32--67 (2014; Zbl 1352.74111) Full Text: DOI
Thual, O.; Lacaze, L. Fluid boundary of a viscoplastic Bingham flow for finite solid deformations. (English) Zbl 1274.76072 J. Non-Newton. Fluid Mech. 165, No. 3-4, 84-87 (2010). MSC: 76A05 PDFBibTeX XMLCite \textit{O. Thual} and \textit{L. Lacaze}, J. Non-Newton. Fluid Mech. 165, No. 3--4, 84--87 (2010; Zbl 1274.76072) Full Text: DOI Link HAL
Morvan, M.; Wong, Henry; Branque, D. An unsaturated soil model with minimal number of parameters based on bounding surface plasticity. (English) Zbl 1273.74289 Int. J. Numer. Anal. Methods Geomech. 34, No. 14, 1512-1537 (2010). MSC: 74L10 PDFBibTeX XMLCite \textit{M. Morvan} et al., Int. J. Numer. Anal. Methods Geomech. 34, No. 14, 1512--1537 (2010; Zbl 1273.74289) Full Text: DOI
Nagel, F.; Meschke, G. An elasto-plastic three phase model for partially saturated soil for the finite element simulation of compressed air support in tunnelling. (English) Zbl 1273.74291 Int. J. Numer. Anal. Methods Geomech. 34, No. 6, 605-625 (2010). MSC: 74L10 74C05 74F10 PDFBibTeX XMLCite \textit{F. Nagel} and \textit{G. Meschke}, Int. J. Numer. Anal. Methods Geomech. 34, No. 6, 605--625 (2010; Zbl 1273.74291) Full Text: DOI
Mašín, David Predicting the dependency of a degree of saturation on void ratio and suction using effective stress principle for unsaturated soils. (English) Zbl 1273.74284 Int. J. Numer. Anal. Methods Geomech. 34, No. 1, 73-90 (2010). MSC: 74L10 74F10 PDFBibTeX XMLCite \textit{D. Mašín}, Int. J. Numer. Anal. Methods Geomech. 34, No. 1, 73--90 (2010; Zbl 1273.74284) Full Text: DOI
Mroginski, Javier L.; Di Rado, H. Ariel; Beneyto, Pablo A.; Awruch, Armando M. A finite element approach for multiphase fluid flow in porous media. (English) Zbl 1427.76138 Math. Comput. Simul. 81, No. 1, 76-91 (2010). MSC: 76M10 76S05 76T30 PDFBibTeX XMLCite \textit{J. L. Mroginski} et al., Math. Comput. Simul. 81, No. 1, 76--91 (2010; Zbl 1427.76138) Full Text: DOI
Malekzadeh, F. Arfaei; Pak, A. A discretized analytical solution for fully coupled non-linear simulation of heat and mass transfer in poroelastic unsaturated media. (English) Zbl 1273.74282 Int. J. Numer. Anal. Methods Geomech. 33, No. 13, 1589-1611 (2009). MSC: 74L10 74F10 74G10 76S05 80A20 PDFBibTeX XMLCite \textit{F. A. Malekzadeh} and \textit{A. Pak}, Int. J. Numer. Anal. Methods Geomech. 33, No. 13, 1589--1611 (2009; Zbl 1273.74282) Full Text: DOI
Borja, Ronaldo I.; Koliji, Azad On the effective stress in unsaturated porous continua with double porosity. (English) Zbl 1425.74310 J. Mech. Phys. Solids 57, No. 8, 1182-1193 (2009). MSC: 74L05 74E20 74M25 74F10 PDFBibTeX XMLCite \textit{R. I. Borja} and \textit{A. Koliji}, J. Mech. Phys. Solids 57, No. 8, 1182--1193 (2009; Zbl 1425.74310) Full Text: DOI
Muraleetharan, Kanthasamy K.; Liu, Chunyang; Wei, Changfu; Kibbey, Tohren C. G.; Chen, Lixia An elastoplatic framework for coupling hydraulic and mechanical behavior of unsaturated soils. (English) Zbl 1277.74041 Int. J. Plast. 25, No. 3, 473-490 (2009). MSC: 74L10 74C05 PDFBibTeX XMLCite \textit{K. K. Muraleetharan} et al., Int. J. Plast. 25, No. 3, 473--490 (2009; Zbl 1277.74041) Full Text: DOI
François, Bertrand; Laloui, Lyesse ACMEG-TS: a constitutive model for unsaturated soils under non-isothermal conditions. (English) Zbl 1273.74228 Int. J. Numer. Anal. Methods Geomech. 32, No. 16, 1955-1988 (2008). MSC: 74L10 74F05 74C05 74F10 PDFBibTeX XMLCite \textit{B. François} and \textit{L. Laloui}, Int. J. Numer. Anal. Methods Geomech. 32, No. 16, 1955--1988 (2008; Zbl 1273.74228) Full Text: DOI
Mašín, David; Khalili, Nasser A hypoplastic model for mechanical response of unsaturated soils. (English) Zbl 1273.74285 Int. J. Numer. Anal. Methods Geomech. 32, No. 15, 1903-1926 (2008). MSC: 74L10 74F10 PDFBibTeX XMLCite \textit{D. Mašín} and \textit{N. Khalili}, Int. J. Numer. Anal. Methods Geomech. 32, No. 15, 1903--1926 (2008; Zbl 1273.74285) Full Text: DOI
Zhang, H. W.; Zhou, L. Implicit integration of a chemo-plastic constitutive model for partially saturated soils. (English) Zbl 1273.74330 Int. J. Numer. Anal. Methods Geomech. 32, No. 14, 1715-1735 (2008). MSC: 74L10 74F25 PDFBibTeX XMLCite \textit{H. W. Zhang} and \textit{L. Zhou}, Int. J. Numer. Anal. Methods Geomech. 32, No. 14, 1715--1735 (2008; Zbl 1273.74330) Full Text: DOI
Russell, Adrian R.; Khalili, Nasser On the problem of cavity expansion in unsaturated soils. (English) Zbl 1138.74367 Comput. Mech. 37, No. 4, 311-330 (2006). MSC: 74L10 PDFBibTeX XMLCite \textit{A. R. Russell} and \textit{N. Khalili}, Comput. Mech. 37, No. 4, 311--330 (2006; Zbl 1138.74367) Full Text: DOI
Borja, Ronaldo I. Cam-Clay plasticity. V: A mathematical framework for three-phase deformation and strain localization analyses of partially saturated porous media. (English) Zbl 1112.74430 Comput. Methods Appl. Mech. Eng. 193, No. 48-51, 5301-5338 (2004). MSC: 74L10 74F10 74E20 74C99 PDFBibTeX XMLCite \textit{R. I. Borja}, Comput. Methods Appl. Mech. Eng. 193, No. 48--51, 5301--5338 (2004; Zbl 1112.74430) Full Text: DOI
Gajo, Alessandro; Loret, Benjamin Finite element simulations of chemo-mechanical coupling in elastic-plastic homoionic expansive clays. (English) Zbl 1054.74673 Comput. Methods Appl. Mech. Eng. 192, No. 31-32, 3489-3530 (2003). MSC: 74L10 74S05 74E40 PDFBibTeX XMLCite \textit{A. Gajo} and \textit{B. Loret}, Comput. Methods Appl. Mech. Eng. 192, No. 31--32, 3489--3530 (2003; Zbl 1054.74673) Full Text: DOI