Breakage critical state of gravels with different gradings. Part I: Experimental results
Tài liệu tham khảo
Marsal, 1967, Large scale testing of rockfill materials, J Soil Mech Found Div, 93, 27, 10.1061/JSFEAQ.0000958
Varadarajan, 2006, Constitutive model for rockfill materials and determination of material constants, Int J Geomech, 6, 226, 10.1061/(ASCE)1532-3641(2006)6:4(226)
Yu, 2017, Characteristics of particle breakage of sand in triaxial shear, Powder Technol, 320, 656, 10.1016/j.powtec.2017.08.001
Peng, 2020, Detailed amount of particle breakage in multi-sized coral sands under impact loading, Eur J Environ Civ Eng, 1
Xiao, 2020, Effects of particle size on crushing and deformation behaviors of rockfill materials, Geosci Front, 11, 375, 10.1016/j.gsf.2018.10.010
Chen, 2016, Isotropic-kinematic hardening model for coarse granular soils capturing particle breakage and cyclic loading under triaxial stress space, Can Geotech J, 53, 646, 10.1139/cgj-2015-0166
Indraratna, 1993, Large-scale triaxial testing of greywacke rockfill, Géotechnique, 43, 37, 10.1680/geot.1993.43.1.37
Varadarajan, 2003, Testing and modeling two rockfill materials, J Geotech Geoenviron Eng, 129, 206, 10.1061/(ASCE)1090-0241(2003)129:3(206)
Fu, 2014, Modeling cyclic behavior of rockfill materials in a framework of generalized plasticity, Int J Geomech, 14, 191, 10.1061/(ASCE)GM.1943-5622.0000302
Jia, 2019, Particle breakage of rockfill material during triaxial tests under complex stress paths, Int J Geomech, 19, 04019124, 10.1061/(ASCE)GM.1943-5622.0001517
Li, 2018, Particle-crushing characteristics and acoustic-emission patterns of crushing gangue backfilling material under cyclic loading, Minerals, 8, 244, 10.3390/min8060244
Indraratna, 2016, Laboratory assessment of the role of particle size distribution on the deformation and degradation of ballast under cyclic loading, J Geotech Geoenviron Eng, 142, 04016016, 10.1061/(ASCE)GT.1943-5606.0001463
Fu, 2017, Experimental investigations on the residual strain behavior of a rockfill material subjected to dynamic loading, J Mater Civil Eng, 29, 04016278, 10.1061/(ASCE)MT.1943-5533.0001816
Xiao, 2020, Effects of load duration and stress level on deformation and particle breakage of carbonate sands, Int J Geomech, 20, 06020014, 10.1061/(ASCE)GM.1943-5622.0001731
Xiao, 2021, New simple breakage index for crushable granular soils, Int J Geomech, 21, 04021136, 10.1061/(ASCE)GM.1943-5622.0002091
Xiao, 2021, Constitutive modeling for two sands under high pressure, Int J Geomech, 21, 04021042, 10.1061/(ASCE)GM.1943-5622.0001987
Xiao, 2020, Restraint of particle breakage by biotreatment method, J Geotech Geoenviron Eng, 146, 04020123, 10.1061/(ASCE)GT.1943-5606.0002384
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
Carrera, 2011, Influence of grading on the mechanical behaviour of Stava tailings, Géotechnique, 61, 935, 10.1680/geot.9.P.009
Charles, 1980, The influence of confining pressure on the shear strength of compacted rockfill, Géotechnique, 30, 353, 10.1680/geot.1980.30.4.353
Miura, 2003, Deformation-strength evaluation of crushable volcanic soils by laboratory and in-situ testing, Soils Found, 43, 47, 10.3208/sandf.43.4_47
Zhou, 2018, Grain size and time effect on the deformation of rockfill dams: A case study on the Shuibuya CFRD, Géotechnique, 69, 606, 10.1680/jgeot.17.P.299
Kong, 2017, Seismic cracking analyses of two types of face slab for concrete-faced rockfill dams, Sci China Tech Sci, 60, 510, 10.1007/s11431-016-0363-6
Sukkarak, 2017, A modified elasto-plastic model with double yield surfaces and considering particle breakage for the settlement analysis of high rockfill dams, KSCE J Civ Eng, 21, 734, 10.1007/s12205-016-0867-9
Kermani, 2018, In situ short-term and long-term rockfill compressibility as a function of void ratio and strength of parent rock, J Geotech Geoenviron Eng, 144, 04018009, 10.1061/(ASCE)GT.1943-5606.0001835
Mao, 2018, High frequency acoustic emissions observed during model pile penetration in sand and implications for particle breakage behavior, Int J Geomech, 18, 04018143, 10.1061/(ASCE)GM.1943-5622.0001287
Kuwajima, 2009, Pile bearing capacity factors and soil crushabiity, J Geotech Geoenviron Eng, 135, 901, 10.1061/(ASCE)GT.1943-5606.0000057
Zhang, 2013, The end-bearing capacity of piles penetrating into crushable soils, Geotechnique, 63, 341, 10.1680/geot.11.P.117
Altuhafi, 2018, Effects of particle breakage and stress reversal on the behaviour of sand around displacement piles, Géotechnique, 68, 546, 10.1680/jgeot.17.P.117
Jin, 2018, Identifying parameters of easily crushable sand and application to offshore pile driving, Ocean Eng, 154, 416, 10.1016/j.oceaneng.2018.01.023
Yasufuku, 1995, Pile end-bearing capacity in crushable sands, Geotechnique, 45, 663, 10.1680/geot.1995.45.4.663
Han, 2019, Axial resistance of nondisplacement pile groups in sand, J Geotech Geoenviron Eng, 145, 04019027, 10.1061/(ASCE)GT.1943-5606.0002050
Mao, 2020, Discrimination of particle breakage below pile tip after model pile penetration in sand using image analysis, Int J Geomech, 20, 04019142, 10.1061/(ASCE)GM.1943-5622.0001535
McDowell, 2000, Effect of particle size distribution on pile tip resistance in calcareous sand in the geotechnical centrifuge, Granul Matter, 2, 179, 10.1007/PL00010913
Lobo-Guerrero, 2005, DEM analysis of crushing around driven piles in granular materials, Geotechnique, 55, 617, 10.1680/geot.2005.55.8.617
Yang, 2010, Sand grain crushing and interface shearing during displacement pile installation in sand, Géotechnique, 60, 469, 10.1680/geot.2010.60.6.469
Wu, 2013, Numerical study on bearing behavior of pile considering sand particle crushing, Geomech Eng, 5, 241, 10.12989/gae.2013.5.3.241
Zhang, 2014, Theoretical breakage mechanics and experimental assessment of stresses surrounding piles penetrating into dense silica sand, Geotech Lett, 4, 11, 10.1680/geolett.13.00075
Indraratna, 1998, Shear behavior of railway ballast based on large-scale triaxial tests, J Geotech Geoenviron Eng, 124, 439, 10.1061/(ASCE)1090-0241(1998)124:5(439)
Indraratna, 2005, Effect of confining pressure on the degradation of ballast under cyclic loading, Géotechnique, 55, 325, 10.1680/geot.2005.55.4.325
Anderson, 2008, Behavior of railroad ballast under monotonic and cyclic loading, J Geotech Geoenviron Eng, 134, 316, 10.1061/(ASCE)1090-0241(2008)134:3(316)
Thakur, 2010, Effect of particle breakage on cyclic densification of ballast: A DEM approach, IOP Conference Series: Materials Science and Engineering, 10, 012229, 10.1088/1757-899X/10/1/012229
Indraratna, 2015, Observed and predicted behaviour of rail ballast under monotonic loading capturing particle breakage, Can Geotech J, 52, 73, 10.1139/cgj-2013-0361
Zheng, 2022, Experimental studies on shape and size effects on particle breakage of railway ballast, Transp Geotech, 37, 10.1016/j.trgeo.2022.100883
Qian, 2017, Degradation-related changes in ballast gradation and aggregate particle morphology, J Geotech Geoenviron Eng, 143, 04017032, 10.1061/(ASCE)GT.1943-5606.0001706
Yin, 2022, Multi-dimensional and long-term time series monitoring and early warning of landslide hazard with improved cross-platform SAR offset tracking method, Sci China Tech Sci, 65, 1891, 10.1007/s11431-021-2008-6
Okada, 2004, Excess pore pressure and grain crushing of sands by means of undrained and naturally drained ring-shear tests, Eng Geol, 75, 325, 10.1016/j.enggeo.2004.07.001
Ueng, 2000, Energy aspects of particle breakage in drained shear of sands, Geotechnique, 50, 65, 10.1680/geot.2000.50.1.65
Cao, 2021, Experimental study on particle breakage of carbonate gravels under cyclic loadings through large-scale triaxial tests, Transp Geotech, 30, 10.1016/j.trgeo.2021.100632
Strahler, 2016, Stress-strain response and dilatancy of sandy gravel in triaxial compression and plane strain, J Geotech Geoenviron Eng, 142, 04015098, 10.1061/(ASCE)GT.1943-5606.0001435
Guo, 2017, Particle breakage energy and stress dilatancy in drained shear of rockfills, Geotech Lett, 7, 304, 10.1680/jgele.17.00099
Russell, 2004, A bounding surface plasticity model for sands exhibiting particle crushing, Can Geotech J, 41, 1179, 10.1139/t04-065
Daouadji, 2010, An enhanced constitutive model for crushable granular materials, Int J Numer Anal Met, 34, 555, 10.1002/nag.815
Shahnazari, 2013, Effective parameters for the particle breakage of calcareous sands: An experimental study, Eng Geol, 159, 98, 10.1016/j.enggeo.2013.03.005
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
Muir Wood, 2008, Changing grading of soil: Effect on critical states, Acta Geotech, 3, 3, 10.1007/s11440-007-0041-0
Hu, 2011, A constitutive model for granular materials considering grain breakage, Sci China Tech Sci, 54, 2188, 10.1007/s11431-011-4491-0
Ghafghazi, 2014, Particle breakage and the critical state of sand, Soils Found, 54, 451, 10.1016/j.sandf.2014.04.016
Ciantia, 2019, Grading evolution and critical state in a discrete numerical model of Fontainebleau sand, Géotechnique, 69, 1, 10.1680/jgeot.17.P.023
Daouadji, 2001, An elastoplastic model for granular materials taking into account grain breakage, Eur J Mech A-Solids, 20, 113, 10.1016/S0997-7538(00)01130-X
Xiao, 2017, Elastoplastic constitutive model for rockfill materials considering particle breakage, Int J Geomech, 17, 04016041, 10.1061/(ASCE)GM.1943-5622.0000681
Chang, 2019, Modeling for critical state line of granular soil with evolution of grain size distribution due to particle breakage, Geosci Front, 11, 473, 10.1016/j.gsf.2019.06.008
Tengattini, 2016, A constitutive modelling framework predicting critical state in sand undergoing crushing and dilation, Geotechnique, 66, 695, 10.1680/jgeot.14.P.164
Xiao, 2023, Breakage-dependent fractional plasticity model for sands, Int J Geomech, 23, 04022299, 10.1061/IJGNAI.GMENG-8140
Ng, 2022, Eco-geotechnics for human sustainability, Sci China Tech Sci, 65, 2809, 10.1007/s11431-022-2174-9
Meng, 2020
Marachi, 1972, Evaluation of properties of rockfill materials, Journal of Soil Mechanics and Foundations Division, ASCE, 98, 95, 10.1061/JSFEAQ.0001735
Frossard, 2012, Rockfill shear strength evaluation: A rational method based on size effects, Geotechnique, 62, 415, 10.1680/geot.10.P.079
ASTM. Standard test method for consolidated drained triaxial compression test for soils. D7181-11, West Conshohocken, PA. 2011. https://doi.org/10.1520/d7181-11.
Xiao, 2018, Gradation-dependent thermal conductivity of sands, J Geotech Geoenviron Eng, 144, 06018010, 10.1061/(ASCE)GT.1943-5606.0001943
ASTM. Standard practice for classification of soils for engineering purposes (Unified Soil Classification System). D2487-17, West Conshohocken, PA. 2017. https://doi.org/10.1520/D2487-17.
Tyler, 1989, Application of fractal mathematics to soil water retention estimation, Soil Sci Soc Am J, 53, 987, 10.2136/sssaj1989.03615995005300040001x
Einav, 2007, Breakage mechanics-Part I: Theory, J Mech Phys Solids, 55, 1274, 10.1016/j.jmps.2006.11.003
Jia, 2017, Research on the particle breakage of rockfill materials during triaxial tests, Int J Geomech, 17, 04017085, 10.1061/(ASCE)GM.1943-5622.0000977
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
Ladd, 1978, Preparing test specimens using undercompaction, Geotech Test J, 1, 16, 10.1520/GTJ10364J
Wroth, CP, and Bassett, RH. A stress-strain relationship for shearing behaviour of a sand. 1965;15(1):32-56. https://doi.org/10.1680/geot.1965.15.1.32.
Indraratna, 2014, A constitutive model for coal-fouled ballast capturing the effects of particle degradation, Comput Geotech, 61, 96, 10.1016/j.compgeo.2014.05.003
Li, 2015, Grading-dependent behavior of granular materials: From discrete to continuous modeling, J Eng Mech, 141, 04014172, 10.1061/(ASCE)EM.1943-7889.0000866
Miao, 2013, Breakage and ultimate states for a carbonate sand, Geotechnique, 63, 1221, 10.1680/geot.12.P.111
Ciantia, 2015, An approach to enhance efficiency of DEM modelling of soils with crushable grains An approach to enhance efficiency of DEM modelling of soils with crushable grains, Geotechnique, 65, 91, 10.1680/geot.13.P.218
Zhang, 2015, A new method for studying the evolution of particle breakage, Geotechnique, 65, 911, 10.1680/jgeot.14.P.240
Mun, 2017, Roles of particle breakage and drainage in the isotropic compression of sand to high pressures, J Geotech Geoenviron Eng, 143, 04017071, 10.1061/(ASCE)GT.1943-5606.0001770
Cheng, 2018, Quantification of particle crushing in consideration of grading evolution of granular soils in biaxial shearing: A probability-based model, Int J Numer Anal Met, 42, 488, 10.1002/nag.2752
Guida, 2018, Breakage mechanisms of highly porous particles in 1D compression revealed by X-ray tomography, Geotech Lett, 8, 155, 10.1680/jgele.18.00035
Karatza, 2019, Effect of particle morphology and contacts on particle breakage in a granular assembly studied using X-ray tomography, Granul Matter, 21, 44, 10.1007/s10035-019-0898-2
Cil, 2020, DEM modeling of grain size effect in brittle granular soils, J Eng Mech, 146, 04019138, 10.1061/(ASCE)EM.1943-7889.0001713
Ganju, 2020, Quantification of displacement and particle crushing around a penetrometer tip, Geosci Front, 11, 389, 10.1016/j.gsf.2019.05.007
Guida, 2020, Linking micro grainsize polydispersity to macro porosity, Int J Solids Struct, 187, 75, 10.1016/j.ijsolstr.2018.11.032
Suescun-Florez, 2020, Evolution of particle damage of sand during axial compression via arrested tests, Acta Geotech, 15, 95, 10.1007/s11440-019-00892-w
Wei, 2020, Quantifying the morphology of calcareous sands by dynamic image analysis, Int J Geomech, 20, 04020020, 10.1061/(ASCE)GM.1943-5622.0001640
Das, 2019, Influence of quasi-static loading rates on crushable granular materials: A DEM analysis, Powder Technol, 344, 393, 10.1016/j.powtec.2018.12.024
Schofield, 1968
Li, 1998, Linear representation of steady-state line for sand, J Geotech Geoenviron Eng, 124, 1215, 10.1061/(ASCE)1090-0241(1998)124:12(1215)
Li, 1999, State-dependent dilatancy in critical-state constitutive modelling of sand, Can Geotech J, 36, 599, 10.1139/t99-029
Yan, 2011, Effect of particle grading on the response of an idealized granular assemblage, Int J Geomech, 11, 276, 10.1061/(ASCE)GM.1943-5622.0000085
Hardin, 1985, Crushing of soil particles, J Geotech Eng, 111, 1177, 10.1061/(ASCE)0733-9410(1985)111:10(1177)
Lee, 1967, Compressibility and crushing of granular soil, Can Geotech J, 4, 68, 10.1139/t67-012
Nakata, 1999, A probabilistic approach to sand particle crushing in the triaxial test, Geotechnique, 49, 567, 10.1680/geot.1999.49.5.567
Yu, 2018, Particle breakage in triaxial shear of a coral sand, Soils Found, 58, 866, 10.1016/j.sandf.2018.04.001
Indraratna, 2012, Semiempirical cyclic densification model for ballast incorporating particle breakage, Int J Geomech, 12, 260, 10.1061/(ASCE)GM.1943-5622.0000135
McDowell, 1998, On the micromechanics of crushable aggregates, Geotechnique, 48, 667, 10.1680/geot.1998.48.5.667
Salim, 2004, A new elastoplastic constitutive model for coarse granular aggregates incorporating particle breakage, Can Geotech J, 41, 657, 10.1139/t04-025
Lade, 1996, Significance of particle crushing in granular materials, J Geotech Eng, 122, 309, 10.1061/(ASCE)0733-9410(1996)122:4(309)
Ning, 2020, Critical state and grading evolution of rockfill material under different triaxial compression tests, Int J Geomech, 20, 04019154, 10.1061/(ASCE)GM.1943-5622.0001550
McDowell, 2001, Fractal compression of soil, Geotechnique, 51, 173, 10.1680/geot.2001.51.2.173
Xiao, 2023, Breakage critical state of gravels with different gradings. Part II: constitutive modelling, Transp Geotech
Muir Wood, 2007, The magic of sands -The 20th Bjerrum Lecture presented in Oslo, 25 November 2005, Can Geotech J, 44, 1329, 10.1139/T07-060
