Static and cyclic liquefaction of granular materials considering grain morphology

Transportation Geotechnics - Tập 42 - Trang 101107 - 2023
Yang Xiao, Jian Hu, Jinquan Shi, Fang Liang

Tài liệu tham khảo

Belkhatir, 2011, Laboratory study on the liquefaction resistance of sand-silt mixtures: Effect of grading characteristics, Granul Matter, 13, 599, 10.1007/s10035-011-0269-0 Li, 2021, Effects of gradation and grain crushing on the liquefaction resistance of calcareous sand, Geomech Geophys Geo-Energy Geo-Resour, 7, 12, 10.1007/s40948-020-00208-3 Shi, 2023, Small strain stiffness of graded sands with light biocementation, Acta Geotech Burland, 1997, A laboratory study of the strength of four stiff clays, Géotechnique, 47, 390, 10.1680/geot.1997.47.2.390 Bandini, 2011, The influence of particle breakage on the location of the critical state line of sands, Soils Found, 51, 591, 10.3208/sandf.51.591 Xiao, 2015, A particle-breakage critical state model for rockfill material, Sci China Tech Sci, 58, 1125, 10.1007/s11431-015-5831-2 Javanmardi, 2018, A reference state curve to define the state of soils over a wide range of pressures and densities, Géotechnique, 68, 95, 10.1680/jgeot.16.P.136 Ciantia, 2020, Calculating the state parameter in crushable sands, Int J Geomech, 20, 04020095, 10.1061/(ASCE)GM.1943-5622.0001707 Wu, 2021, Experimental investigation on mechanical behavior and particle crushing of calcareous sand retrieved from South China Sea, Eng Geol, 280, 105932, 10.1016/j.enggeo.2020.105932 Xiao, 2021, Constitutive modeling for two sands under high pressure, Int J Geomech, 21, 04021042, 10.1061/(ASCE)GM.1943-5622.0001987 Xiao, 2023, Breakage-dependent fractional plasticity model for sands, Int J Geomech, 23, 10.1061/IJGNAI.GMENG-8140 Xiao, 2016, Fractal crushing of carbonate sands under impact loading, Geotech Lett, 6, 199, 10.1680/jgele.16.00056 Tong, 2020, Particle breakage of uniformly graded carbonate sands in dry/wet condition subjected to compression/shear tests, Acta Geotech, 15, 2379, 10.1007/s11440-020-00931-x Wei, 2020, Quantifying the morphology of calcareous sands by dynamic image analysis, Int J Geomech, 20, 04020020, 10.1061/(ASCE)GM.1943-5622.0001640 Xu, 2020, One-dimensional compression behavior of calcareous sand and marine clay mixtures, Int J Geomech, 20(9):04020137 Cui, 2022, A constitutive model incorporating particle breakage for gravelly soil-structure interface under cyclic loading, Sci China Tech Sci, 65, 2846, 10.1007/s11431-022-2100-6 Xiao, 2022, Evolution of particle shape produced by sand breakage, Int J Geomech, 22, 10.1061/(ASCE)GM.1943-5622.0002333 Wei, 2023, Mechanical behavior and particle crushing of marine carbonate gravel in Xisha Islands, South China Sea, Eur J Environ Civ Eng, 1 Wang, 2022, Effect of particle breakage-induced frictional weakening on the dynamics of landslides, Granul Matter, 24, 72, 10.1007/s10035-022-01234-6 Qadimi, 2007, The undrained cyclic behaviour of a carbonate sand, Géotechnique, 57, 739, 10.1680/geot.2007.57.9.739 Liu, 2020, Particle breakage of calcareous sand and its correlation with input energy, Int J Geomech, 20, 04019151, 10.1061/(ASCE)GM.1943-5622.0001541 Wang, 2020, Particle breakage evolution during cyclic triaxial shearing of a carbonate sand, Soil Dyn Earthq Eng, 138, 10.1016/j.soildyn.2020.106326 Cao, 2021, Experimental study on particle breakage of carbonate gravels under cyclic loadings through large-scale triaxial tests, Transp Geotech, 30, 100632, 10.1016/j.trgeo.2021.100632 Ladd, 1974, Specimen preparation and liquefaction of sands, J Geotech Eng Div, 100, 1180, 10.1061/AJGEB6.0000117 Tatsuoka, 1986, Cyclic undrained triaxial and torsional shear strength of sands for different sample preparation methods, Soils Found, 26, 23, 10.3208/sandf1972.26.3_23 Sze, 2014, Failure modes of sand in undrained cyclic loading: Impact of sample preparation, J Geotech Geoenviron Eng, 140, 152, 10.1061/(ASCE)GT.1943-5606.0000971 Shi, 2021, Anisotropic small-strain stiffness of calcareous sand affected by sample preparation, particle characteristic and gradation, Géotechnique, 71, 305, 10.1680/jgeot.18.P.348 Xiao, 2023, Morphology and fines type effect on packing of binary soils, Transp Geotech, 42, 101043, 10.1016/j.trgeo.2023.101043 Xiao, 2023, Effect of particle morphology on strength of glass sands, Int J Geomech, 23, 04023117, 10.1061/IJGNAI.GMENG-8661 Chen, 2013, Analysis of the complex morphology of sediment particle surface based on electron microscope images, Sci China Tech Sci, 56, 280, 10.1007/s11431-012-5094-0 Xiao, 2019, Effect of particle shape on strength and stiffness of biocemented glass beads, J Geotech Geoenviron Eng, 145, 06019016, 10.1061/(ASCE)GT.1943-5606.0002165 Yang, 2022, 3D fractal analysis of multi-scale morphology of sand particles with μCT and interferometer, Géotechnique, 72, 20, 10.1680/jgeot.19.P.120 Xiao, 2023, Thermodynamic constitutive model for granular soils considering particle shape distribution, Comput Geotech, 162, 105700, 10.1016/j.compgeo.2023.105700 Cho, 2006, Particle shape effects on packing density, stiffness, and strength: Natural and crushed sands, J Geotech Geoenviron Eng, 132, 591, 10.1061/(ASCE)1090-0241(2006)132:5(591) Altuhafi, 2016, Effect of particle shape on the mechanical behavior of natural sands, J Geotech Geoenviron Eng, 142, 04016071, 10.1061/(ASCE)GT.1943-5606.0001569 Yang, 2015, Exploring the relationship between critical state and particle shape for granular materials, J Mech Phys Solids, 84, 196, 10.1016/j.jmps.2015.08.001 Xiao, 2019, Effect of particle shape on stress-dilatancy responses of medium-dense sands, J Geotech Geoenviron Eng, 145, 04018105, 10.1061/(ASCE)GT.1943-5606.0001994 Wang, 2021, Experimental investigation on the stress-dilatancy response of aggregate-geogrid interface using parameterized shapes, Constr Build Mater, 289, 123170, 10.1016/j.conbuildmat.2021.123170 Ng, 2017, Effect of particle shape and fine content on the behavior of binary mixture, J Eng Mech, 143, C4016008, 10.1061/(ASCE)EM.1943-7889.0001070 Jiang, 2018, The influence of particle-size distribution on critical state behavior of spherical and non-spherical particle assemblies, Granul Matter, 20, 80, 10.1007/s10035-018-0850-x Thevanayagam, 2000, Intergranular state variables and stress–strain behaviour of silty sands, Géotechnique, 50, 1, 10.1680/geot.2000.50.1.1 Jia, 2001, A packing algorithm for particles of arbitrary shapes, Powder Technol, 120, 175, 10.1016/S0032-5910(01)00268-6 Russell, 2006, A unified bounding surface plasticity model for unsaturated soils, Int J Numer Anal Met, 30, 181, 10.1002/nag.475 Wei, 2014, On the role of grain shape in static liquefaction of sand–fines mixtures, Géotechnique, 64, 740, 10.1680/geot.14.T.013 Lashkari, 2020, Instability of loose sand in constant volume direct simple shear tests in relation to particle shape, Acta Geotech, 15, 2507, 10.1007/s11440-019-00909-4 Yang, 2012, Collapse of loose sand with the addition of fines: The role of particle shape, Géotechnique, 62, 1111, 10.1680/geot.11.P.062 Wei, X, Guo, Y, and Yang, J. Investigating the effects of particle shape on liquefaction resistance of sands from critical state perspective. Secondary Investigating the effects of particle shape on liquefaction resistance of sands from critical state perspective, 2017. Rui, 2020, Effect of particle shape on the liquefaction resistance of calcareous sands, Soil Dyn Earthq Eng, 137, 106302, 10.1016/j.soildyn.2020.106302 ASTM, 2020, Standard test method for sieve analysis of fine and coarse aggregates, C136/C136M-19, West Conshohocken, PA ASTM, 2016, Standard test methods for minimum index density and unit weight of soils and calculation of relative density. D4254–16, West Conshohocken, PA ASTM, 2016, Standard test methods for maximum index density and unit weight of soils using a vibratory table. D4253–16, West Conshohocken, PA Nguyen, 2021, How particle shape affects the critical state, triggering of instability and dilatancy of granular materials – results from a DEM study, Géotechnique, 71, 749, 10.1680/jgeot.18.P.211 Ladd, 1978, Preparing test specimens using undercompaction, Geotech Test J, 1, 16, 10.1520/GTJ10364J ASTM, 2020, Standard test method for consolidated undrained triaxial compression test for cohesive soils. D4767–11, West Conshohocken, PA ASTM, 2013, Standard Test Method for Load Controlled Cyclic Triaxial Strength of Soil. D5311–13, West Conshohocken, PA Hardin, 1985, Crushing of soil particles, J Geotech Eng, 111, 1177, 10.1061/(ASCE)0733-9410(1985)111:10(1177) Hyodo, 2017, Undrained monotonic and cyclic shear response and particle crushing of silica sand at low and high pressures, Can Geotech J, 54, 207, 10.1139/cgj-2016-0212 Ding, 2022, Mechanical property and deformation behavior of geogrid reinforced calcareous sand, Geotext Geomembr, 50, 618, 10.1016/j.geotexmem.2022.03.002 Wichtmann, 2019, On the influence of grain shape on the cumulative deformations in sand under drained high-cyclic loading, Soils Found, 59, 208, 10.1016/j.sandf.2018.11.001 Thevanayagam, 2002, Undrained fragility of clean sands, silty sands, and sandy silts, J Geotech Geoenviron Eng, 128, 849, 10.1061/(ASCE)1090-0241(2002)128:10(849) Arslan, 2009, Analysis of the influence of crushing on the behavior of granular materials under shear, Granul Matter, 11, 87, 10.1007/s10035-009-0127-5 Maeda, 2010, Stress-chain based micromechanics of sand with grain shape effect, Granul Matter, 12, 499, 10.1007/s10035-010-0208-5 Keramatikerman, 2017, Effect of particle shape on monotonic liquefaction: Natural and crushed sand, Exp Mech, 57, 1341, 10.1007/s11340-017-0313-z Dadashiserej, 2022, Effect of strain history on the monotonic and cyclic response of natural and reconstituted silts, Soil Dyn Earthq Eng, 160, 107329, 10.1016/j.soildyn.2022.107329 Seed, 1966, Liquefaction of saturated sands during cyclic loading, Journal of the Soil Mechanics and Foundations Division, 92, 105, 10.1061/JSFEAQ.0000913 Ishihara, 1993, Liquefaction and flow failure during earthquakes, Géotechnique, 43, 351, 10.1680/geot.1993.43.3.351 Wang, 2010, Pore water pressure increment model for saturated Nanjing fine sand subject to cyclic loading, Earthq Eng Eng Vib, 9, 569, 10.1007/s11803-010-0038-9 Xiao, 2018, Liquefaction resistance of bio-cemented calcareous sand, Soil Dyn Earthq Eng, 107, 9, 10.1016/j.soildyn.2018.01.008 Xiao, 2019, Effect of relative density and biocementation on cyclic response of calcareous sand, Can Geotech J, 56, 1849, 10.1139/cgj-2018-0573 Liu, 2018, Dynamic behaviors of MICP-treated calcareous sand in cyclic tests, Chinese Journal of Geotechnical Engineering, 40, 38 Price, 2017, Cyclic Loading Response of Silt with Multiple Loading Events, J Geotech Geoenviron Eng, 143, 04017080, 10.1061/(ASCE)GT.1943-5606.0001759 Idriss Izzat, 1978, Nonlinear behavior of soft clays during cyclic loading, J Geotech Eng Div, 104, 1427, 10.1061/AJGEB6.0000727 Sharma, 2003, Degradation of stiffness of cemented calcareous soil in cyclic triaxial tests, J Geotech Geoenviron Eng, 129, 619, 10.1061/(ASCE)1090-0241(2003)129:7(619) Rasouli, 2020, Liquefaction and post-liquefaction assessment of lightly cemented sands, Can Geotech J, 57, 173, 10.1139/cgj-2018-0833 Booker, JR, Rahman, MS, and Seed, HB. GADFLEA: A computer program for the analysis of pore pressure generation and dissipation during cyclic or earthquake loading. 1976, Rep. No. EERC 76-24: Earthquake Engineering Research Center, University of California at Berkeley, Berkeley, California. Mao, X. The behaviour of three calcareous soils in monotonic and cyclic loading. Ph.D. Thesis, University of Western Australia. 2000.