Deformation properties of unbound granular aggregates
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[1] Robert W. Carpick,et al. Contact mechanics description of inelastic displacement response of a nano-positioning device , 2005, 2005 International Conference on MEMS,NANO and Smart Systems.
[2] Jean-Marie Konrad,et al. Influence of fines on frost heave characteristics of a well-graded base-course material , 2005 .
[3] Mark A. Hopkins,et al. Discrete element modeling with dilated particles , 2004 .
[4] C. W. Kaplar. FREEZING TEST FOR EVALUATING RELATIVE FROST SUSCEPTIBILITY OF VARIOUS SOILS , 1974 .
[5] Xxyyzz. Transactions of the American Society of Civil Engineers 2002 , 2001 .
[6] N. Fleck,et al. Frictional collapse of granular assemblies , 2004 .
[7] Ulf Isacsson,et al. Influence of water on resilient properties of coarse granular materials , 2004 .
[8] P. Cundall,et al. A discrete numerical model for granular assemblies , 1979 .
[9] Jack Dvorkin,et al. Elasticity of marine sediments: Rock physics modeling , 1999 .
[10] C L Monismith,et al. FACTORS INFLUENCING THE RESILIENT RESPONSE OF GRANULAR MATERIALS , 1971 .
[11] F. Ottner,et al. Frost Susceptibility of Unbound Bases , 2005 .
[12] Morched Zeghal,et al. DISCRETE-ELEMENT METHOD INVESTIGATION OF THE RESILIENT BEHAVIOR OF GRANULAR MATERIALS , 2004 .
[13] W. R. Ashurst,et al. Evidence for pre-sliding tangential deflections in MEMS friction , 2003, TRANSDUCERS '03. 12th International Conference on Solid-State Sensors, Actuators and Microsystems. Digest of Technical Papers (Cat. No.03TH8664).
[14] John F. Peters,et al. A physically based approach to granular media mechanics: grain-scale experiments, initial results and implications to numerical modeling , 2007 .
[15] Å. Hermansson,et al. Frost heave and water uptake rates in silty soil subject to variable water table height during freezing , 2005 .
[16] J. Barbera,et al. Contact mechanics , 1999 .
[17] Tom Scullion,et al. Using Suction and Dielectric Measurements as Performance Indicators for Aggregate Base Materials , 1997 .
[18] Åke Hermansson,et al. A study on the influence of water and fines on the deformation properties and frost heave of unbound aggregates , 2006 .
[19] P Kolisoja. LARGE SCALE DYNAMIC TRIAXIAL TESTS WITH COARSE GRAINED AGGREGATES , 1994 .
[20] 남영국,et al. Influence of Aggregate Shape on Base Behavior , 1995 .
[21] Tom Scullion,et al. Determining Aggregate Frost Susceptibility with the Tube Suction Test , 2002 .
[22] R. D. Mindlin. Elastic Spheres in Contact Under Varying Oblique Forces , 1953 .
[23] Tom Scullion,et al. Repeatability and Reliability of the Tube Suction Test , 2001 .
[24] Sanford E. Thompson,et al. THE LAWS OF PROPORTIONING CONCRETE , 1907 .
[25] E. Tutumluer,et al. Influence of Grain Shape and Surface Texture on the Deformation Properties of Unbound Aggregates in Pavements , 2007 .
[26] Gonzalo R. Rada,et al. COMPREHENSIVE EVALUATION OF LABORATORY RESILIENT MODULI RESULTS FOR GRANULAR MATERIAL , 1981 .
[27] S Werkmeister,et al. Permanent Deformation Behaviour of Unbound Granular Materials in Pavement Constructions , 2003 .
[28] I. Hoff,et al. Evaluation of grain shape characterization methods for unbound aggregates , 2005 .