Estimation of the shear strength of coarse-grained soils with fine particles
Tài liệu tham khảo
AFNOR. NF P94-059. Sols: Reconnaissance et essais - Détermination des masses volumiques minimale et maximale des sols non cohérents, Paris, France: Association Française de Normalisation; 2000, p. 26.
AFNOR. NF P94-093. Sols: Reconnaissance et essais - Détermination des références de compactage d’un matériau - Essai Proctor Normal - Essai Proctor Modifié, Paris, France: Association Française de Normalisation; 2014, p. 28.
Anagnosti, 1982, Les propriétés de déformation et de résistance des matériaux à gros grains, Rev Fr Géotech, 5, 10.1051/geotech/1982018005
Bagherzadeh-Khalkhali, 2009, Numerical and experimental direct shear tests for coarse-grained soils, Particuology, 7, 83, 10.1016/j.partic.2008.11.006
Bareither, 2008, Comparison of shear strength of sand backfills measured in small-scale and large-scale direct shear tests, Can Geotech J, 45, 1224, 10.1139/T08-058
Cerato, 2006, Specimen size and scale effects of direct shear box tests of sands, Geotech Test J, 29, 507
Chang, 2013, Dominant grains network and behavior of sand-silt mixtures: stress-strain modeling, Int J Numer Anal Meth Geomech, 37, 2563, 10.1002/nag.2152
Elkady, 2015, Shear strengths and volume changes of sand–attapulgite clay mixtures, Bull Eng Geol Environ, 74, 595, 10.1007/s10064-014-0653-1
Estaire, 2005, Analysis of shear strength of armourstone based on 1m3 direct shear tests, WIT Trans Built Environ, 78, 341
Fragaszy, 1992, Modeling strength of sandy gravel, J Geotech Eng, 6, 920, 10.1061/(ASCE)0733-9410(1992)118:6(920)
Frossard, 2012, Rockfill shear strength evaluation: a rational method based on size effects, Géotechnique, 62, 415, 10.1680/geot.10.P.079
Gotteland, 2000, Caractérisation des sols grossiers, application aux sols de torrents, Revue Française de Génie Civil, 4, 325
Hsiao, 2015, Engineering behavior and correlated parameters from obtained results of sand–silt mixtures, Soil Dyn Earthquake Eng, 77, 137, 10.1016/j.soildyn.2015.05.005
Hu, 2011, Effect of sample size on the behavior of granular materials, Geotech Test J, 34, 186
Indraratna, 1993, Large scale triaxial testing of greywacke rockfill, Géotechnique, 43, 37, 10.1680/geot.1993.43.1.37
Lowe J. Shear strength of coarse embankement dam materials. 8th International Congress on Large Dams, vol. 3, Edimbourg: 1964, p. 745–61.
Marachi, 1972, Evaluation of properties of rockfill materials, J Soil Mech Foundation Division, 98, 95, 10.1061/JSFEAQ.0001735
Monkul, 2007, Compressional behavior of clayey sand and transition fines content, Eng Geol, 89, 195, 10.1016/j.enggeo.2006.10.001
Ovalle, 2014, The effect of size on the strength of coarse rock aggregates and large rockfill samples through experimental data, Acta Mech, 225, 2199, 10.1007/s00707-014-1127-z
Salgado, 2000, Shear strength and stiffness of silty sand, J Geotech Geoenviron Eng, 126, 451, 10.1061/(ASCE)1090-0241(2000)126:5(451)
Tabibnejad, 2015, Effect of gradation curve and dry density on collapse deformation behavior of a rockfill material, KSCE J Civ Eng, 19, 631, 10.1007/s12205-013-0682-5
Thevanayagam, 2000, Intergranular state variables and stress-strain behaviour of silty sands, Géotechnique, 50, 1, 10.1680/geot.2000.50.1.1
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)
Thiers GR, Donovan TD. Field density gradation and triaxial testing of large-size rockfill for little blue run dam. Laboratory shear strength of soil, vol. 740, R.N.Yong & F.C.Towsend; 1981, p. 315–25. https://doi.org/10.1520/STP28760S.
Vallejo, 2001, Interpretation of the limits in shear strength in binary granular mixtures, Can Geotech J, 38, 1097, 10.1139/t01-029
Vallejo, 2000, Porosity influence on the shear strength of granular material–clay mixtures, Eng Geol, 58, 125, 10.1016/S0013-7952(00)00051-X
Varadarajan, 2003, Testing and modeling two rockfill materials, J Geotech Geoenviron Eng, 129, 206, 10.1061/(ASCE)1090-0241(2003)129:3(206)
Varadarajan, 2006, The role of nature of particles on the behaviour of rockfills materials, Soils Found, 46, 569, 10.3208/sandf.46.569
Verdugo R, De La Hoz K. Strength and stiffness of coarse granular soils. Soil stress-strain behavior: Measurement, modeling and analysis, Roma: Ling et al.; 2006, p. 243–252.
Wang, 2010, Discrete element simulations of direct shear specimen scale effects, Géotechnique, 60, 395, 10.1680/geot.2010.60.5.395
Wu, 2008, Effects of specimen size and some other factors on the strength and deformation of granular soil in direct shear tests, Geotech Test J, 31, 45
Xiao, 2014, Particle size effect in granular soil under true triaxial conditions, Géotechnique, 64, 667, 10.1680/geot.14.T.002
Zeller J, Wullimann R. The shear strength of the shell materials for the Goschenenalp Dam, Switzerland. In: 4th International conference on soil mechanics and foundation engineering, London. 1957;399-404.
Zhang, 2016, Triaxial tests of soil–rock mixtures with different rock block distributions, Soils Found, 56, 44, 10.1016/j.sandf.2016.01.004