Influence of Particle Size on the Friction and Interfacial Shear Strength of Sands of Similar Morphology

Jewell RA (1989) Direct shear tests on sand. Geotechnique 39:309–322

Vangla P, Latha GM (2014) Image segmentation technique to analyze deformation profiles in different direct shear tests. Geotech Test J ASTM 37:828–839

Mallick SB, Zhai H, Adanur S, Elton DJ (1996) Pullout and direct shear testing of geosynthetic reinforcement: state of art report. Transportation Research Record 1534, Transportation Research Board, National Research Council, Washington DC, 80–90

Uesugi M, Kishida H (1986) Influential factors of friction between steel and dry sands. Soils Found 26:33–46

Subba Rao KS, Allam MM, Robinson RG (1996) A note on the choice of interfacial friction angle. Geotech Eng ICE Lond 119:123–128

Subba Rao KS, Allam MM, Robinson RG (1998) Interfacial friction between sands and solid surfaces. Proc Inst Civ Eng, Geotech Eng 131:75–82

Santamarina JC, Cho GC (2004) Soil behavior: the role of particle shape. In: Proceedings skempton conference, London, 1–14

Cho G, Dodds J, Santamarina JC (2006) Particle shape effects on packing density, stiffness and strength-natural and crushed sands. J Geotech Geoenviron Eng 132:591–602

Göktepe AB, Sezer A (2010) Effect of particle shape on density and permeability of sand. Proc Inst Civ Eng 163:307–320

Rouse PC, Fennin RJ, Shuttle DA (2008) Influence of roundness on the void ratio and strength of uniform sand. Geotechnique 58:227–231

Shinohara K, Mikihiro O, Goldman B (2000) Effect of particle shape on angle of internal friction by triaxial compression test. Powder Technol 107:131–136

Witt KJ, Brauns J (1983) Permeability- anisotropy due to particle shape. J Geotech Eng 109:1181–1187

Williams ND, Houlihan MF (1987) Evaluation of interface friction properties between geosynthetics and soils. In: Proceedings of geosynthetics 87, New Oreleans, 616–627

Fuggle AR, Frost JD (2010) Particle size effects in interface shear behavior and geomembrane wear. In: Proceedings of international symposium on characterization and behavior of interfaces, IOS, Atlanta, pp. 51–57

O’Rourke TD, Druschel SJ, Netravali AN (1990) Shear strength characteristics of sand polymer interfaces. J Geotech Eng 116:451–469

Dove JE (1996) Particle-geomembrane interface strength behavior as influenced by surface topography, Ph.D. Dissertation, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta

Dove JE, Frost JD (1999) Peak friction behavior of smooth geomembrane particle interfaces. J Geotech Geoenviron Eng 125:544–555

Athanasopoulos GA (1993) Effect of particle size on the mechanical behaviour of sand-geotextile composites. Geotext Geomembr 12:255–273

Lim MS, Wijeyesekera DC, Zainorabidin A, Bakar I (2012) The effects of particle morphology (shape and sizes) characteristics on its engineering behaviour and sustainable engineering performance of sand. Int J Integr Eng 4:27–37

Santamarina JC, Cascante G (1998) Effect of surface roughness on wave propagation parameters. Geotechnique 48:129–137

Fuggle AR (2011) Geomaterial gradation influences on interface shear behavior. Ph.D. Dissertation, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta

Pan T (2002) Fine aggregate characterization using digital image analysis. Master’s Thesis, Louisiana State University, USA

Altuhafi F, O’Sullivan C, Cavarretta I (2013) Analysis of an image-based method to quantify the size and shape of sand particles. ASCE J Geotech Geoenviron Eng 139:1290–1307

Ohm HS (2013) Image-based soil particle size and shape characterization. PhD Thesis, University of Michigan, Ann Arbor, MI

Pentland A (1927) A method of measuring the angularity of sands. MAG MN AL Acta Eng Dom 21:XCIII

Riley NA (1941) Projection sphericity. J Sediment Petrol 11:94–97

Janoo V (1998) Quantification of shape, angularity and surface texture of base coarse materials. Cold Regions Research and Engineering Laboratory, US Army Corps of Engineers, Vermont Agency of Transportation, Special Report 98–101

Wadell H (1935) Volume, shape and roundness of quartz particles. J Geol 43:250–279

Krumbein WC (1941) Measurement and geological significance of shape and roundness of sedimentary particles. J Sediment Petrol 11:64–72

Sympatec (2008) Germany windox 5.4.1.0—operating instructions. 475–476

Santamarina JC, Cho GC (2001) Determination of critical state parameters in sandy soils—simple procedure. Geotech Test J 24:185–192

Holtz RD, Kovacs WD (1981) An introduction to geotechnical engineering. Prentice-Hall, Inc. Englewood cliffs

Herle I, Gudehus G (1999) Determination of parameters of a hypoplastic constitutive model from properties of grain assemblies. Mech Cohesive-Frict Mater 4:461–486

Atkinson J (2007) The mechanics of soils and foundations. Taylor and Francis, London

ASTM C1444-00 (2001) Standard method for measuring the angle of repose of free-flowing mold powders. In: Annual Book of ASTM Standards, American Society of Testing and Materials, Philadelphia, p 694–695

Miura K, Maeda K, Toki S (1997) Method of measurement for the angle of repose of sands. Soils Found 37:89–96

Zhichao Liu (2008) Measuring the angle of repose of granular systems using hollow cylinders, Master of Science Thesis, B S Southwest Jiaotong University, China

Cerato AB, Lutenegger AL (2006) Specimen size and scale effects of direct shear box tests of sands. Geotech Test J 29:1–10

DeJaeger J (1994) Influence of grain size and shape on the dry sand shear behaviour. In: Proceedings of the 13th international conference on soil mechanics and foundation engineering 1:13–16

Kita K, Okamura M (2000) Bearing capacity test. Centrifuge 98(2):1067–1075

Roscoe KH (1970) Tenth Rankine lecture: the influence of strains in soil mechanics. Geotechnique 20:129–170

Hartley S (1982) Shear bands in sand part II. Project Report, Department of Engineering, University of Cambridge, UK

DeJaeger J (1991) Influence de la morphologie des sables sur leur comportement mecanique. Ph.D. Thesis, Université Catholique de Louvain, Louvain-la-Neuve

Palmeira EM, Milligan GWE (1989) Scale effects in direct shear tests on sand. In: Proceedings of the 12th international conference on soil mechanics and foundation engineering, Rio de Janeiro, Brazil, 1:739–742

Alshibli KA, Sture S (1999) Sand shear band thickness measurements by digital imaging techniques. J Comput Civil Eng 13:103–109

Dove JE, Bents DD, Wang J, Gao B (2006) Particle-scale surface interactions of non-dilative interface systems. Geotext Geomembr 24:156–168