A micromechanicalμUNSAT effective stress expression for stress-strain behaviour of wet granular materials

Geomechanics for Energy and the Environment - Tập 15 - Trang 10-18 - 2018
J. Duriez1,2, R. Wan1
1University of Calgary, Calgary, AB, T2N 1N4, Canada
2Irstea, UR RECOVER, F-13182 Aix-en-Provence, France

Tài liệu tham khảo

K. Terzaghi . The shearing resistance of saturated soils and the angle between the planes of shear. In: Proceedings of the 1st International Conference on Soil Mechanics and Foundation Engineering, Vol. 1. Cambridge; 1936: 54–56. Biot, 1941, General theory of three-dimensional consolidation, J Appl Phys, 12, 155, 10.1063/1.1712886 Bishop, 1963, Some aspects of effective stress in saturated and partly saturated soils, Géotechnique, 13, 177, 10.1680/geot.1963.13.3.177 Khalili, 2004, Effective stress in unsaturated soils: Review with new evidence, Int J Geomech, 4, 115, 10.1061/(ASCE)1532-3641(2004)4:2(115) Lu, 2006, Suction stress characteristic curve for unsaturated soil, J Geotech Geoenviron Eng, 132, 131, 10.1061/(ASCE)1090-0241(2006)132:2(131) Hicher, 2007, A microstructural elastoplastic model for unsaturated granular materials, Int J Solids Struct, 44, 2304, 10.1016/j.ijsolstr.2006.07.007 Nuth, 2008, Effective stress concept in unsaturated soils: Clarification and validation of a unified framework, Int J Numer Anal Methods Geomech, 32, 771, 10.1002/nag.645 Wan, 2015, A tensorial description of stresses in triphasic granular materials with interfaces, Geomech Energy Environ, 4, 73, 10.1016/j.gete.2015.11.004 Cavarretta, 2011, A new interparticle friction apparatus for granular materials, Can Geotech J, 48, 1829, 10.1139/t11-077 Senetakis, 2013, The inter-particle coefficient of friction at the contacts of Leighton Buzzard sand quartz minerals, Soils Found, 53, 746, 10.1016/j.sandf.2013.08.012 Fredlund, 1978, The shear strength of unsaturated soils, Can Geotech J, 15, 313, 10.1139/t78-029 Alonso, 1990, A constitutive model for partially saturated soils, Géotechnique, 40, 405, 10.1680/geot.1990.40.3.405 Alonso, 2010, A microstructurally based effective stress for unsaturated soils, Géotechnique, 60, 913, 10.1680/geot.8.P.002 Baille, 2014, Effective stress in clays of various mineralogy, Vadose Zone J, 13, 10.2136/vzj2013.06.0112 Duriez, 2017, Partially saturated granular materials: Insights from micro-mechanical modelling, 441 Hurley, 2014, Extracting inter-particle forces in opaque granular materials: Beyond photoelasticity, J Mech Phys Solids, 63, 154, 10.1016/j.jmps.2013.09.013 Culligan, 2004, Interfacial area measurements for unsaturated flow through a porous medium, Water Resour Res, 40, 10.1029/2004WR003278 Bruchon, 2013, X-ray microtomography characterisation of the changes in statistical homogeneity of an unsaturated sand during imbibition, Géotech Lett, 3, 84, 10.1680/geolett.13.00013 Duriez, 2017, Contact angle mechanical influence for wet granular soils, Acta Geotech, 12, 67, 10.1007/s11440-016-0500-6 Duriez, 2017, The micromechanical nature of stresses in triphasic granular media with interfaces, J Mech Phys Solids, 99, 495, 10.1016/j.jmps.2016.10.011 Gurtin, 1975, A continuum theory of elastic material surfaces, Arch Ration Mech Anal, 57, 291, 10.1007/BF00261375 Chateau, 1995, Homogenization of a non-saturated porous medium: Hill’s lemma and applications, C R Acad Sci Paris, Sér II, 320, 627 Gray, 2007, Analysis of the solid phase stress tensor in multiphase porous media, Int J Numer Anal Methods Geomech, 31, 541, 10.1002/nag.541 Duriez, 2016, Stress in wet granular media with interfaces via homogenization and discrete element approaches, J Eng Mech, 142, 10.1061/(ASCE)EM.1943-7889.0001163 Šmilauer, 2015 Scholtès, 2009, On the capillary stress tensor in wet granular materials, Int J Numer Anal Methods Geomech, 33, 1289, 10.1002/nag.767 Herminghaus, 2005, Dynamics of wet granular matter, Adv Phys, 54, 221, 10.1080/00018730500167855 Duriez, 2017, Subtleties in discrete-element modelling of wet granular soils, Géotechnique, 67, 365, 10.1680/jgeot.15.P.113 Collins, 2005, The concept of stored plastic work or frozen elastic energy in soil mechanics, Géotechnique, 55, 373, 10.1680/geot.2005.55.5.373 Puebla, 2015, Irreversible processes without energy dissipation in an isolated Lipkin-Meshkov-Glick model, Phys Rev E, 92, 012101, 10.1103/PhysRevE.92.012101 Pouragha, 2017, Non-dissipative structural evolutions in granular materials within the small strain range, Int J Solids Struct, 110111, 94, 10.1016/j.ijsolstr.2017.01.039 Madeo, 2013, A continuum model for deformable, second gradient porous media partially saturated with compressible fluids, J Mech Phys Solids, 61, 2196, 10.1016/j.jmps.2013.06.009 Nikooee, 2013, Effective stress in unsaturated soils: A thermodynamic approach based on the interfacial energy and hydromechanical coupling, Transp Porous Media, 96, 369, 10.1007/s11242-012-0093-y