Effect of the Surface Roughness on the Shear Strength of Granular Materials in Ring Shear Tests

[1]  Kyoji Sassa,et al.  Mechanism of a long-runout landslide triggered by the August 1998 heavy rainfall in Fukushima Prefecture, Japan , 2002 .

[2]  H. Shahnazari,et al.  Effective parameters for the particle breakage of calcareous sands: An experimental study , 2013 .

[3]  Richard J. Jardine,et al.  Sand grain crushing and interface shearing during displacement pile installation in sand , 2010 .

[4]  O. Hungr,et al.  High velocity ring shear tests on sand , 1984 .

[5]  F. Tatsuoka,et al.  VISCOUS BEHAVIOUR OF UNBOUND GRANULAR MATERIALS IN DIRECT SHEAR , 2008 .

[6]  K. Senetakis,et al.  Effect of Young’s Modulus and Surface Roughness on the Inter-Particle Friction of Granular Materials , 2018, Materials.

[7]  Asadollah Noorzad,et al.  Modeling shear localization along granular soil–structure interfaces using elasto-plastic Cosserat continuum , 2012 .

[8]  M. Coop,et al.  The influence of particle characteristics on the behaviour of coarse grained soils , 2010 .

[9]  Kyoji Sassa,et al.  Undrained dynamic-loading ring-shear apparatus and its application to landslide dynamics , 2004 .

[10]  S. Jeong,et al.  Shear and viscous characteristics of gravels in ring shear tests , 2018, Geosciences Journal.

[11]  T. Zhao,et al.  On the Dynamic Fragmentation and Lubrication of Coseismic Landslides , 2018, Journal of Geophysical Research: Solid Earth.

[12]  Kyoji Sassa,et al.  Observation of shear zone development in ring-shear apparatus with a transparent shear box , 2006 .

[13]  N. Sakai,et al.  Ring shear tests to evaluate strength parameters in various remoulded soils , 2009 .

[14]  Ian Jefferson,et al.  Micromechanics of quartz sand breakage in a fractal context , 2014 .

[15]  W. Schulz,et al.  Shear‐rate‐dependent strength control on the dynamics of rainfall‐triggered landslides, Tokushima Prefecture, Japan , 2010 .

[16]  F. Tatsuoka,et al.  MODELLING OF AGEING EFFECTS ON THE ELASTO-VISCOPLASTIC BEHAVIOUR OF GEOMATERIAL , 2008 .

[17]  K. Sassa,et al.  Excess pore pressure and grain crushing of sands by means of undrained and naturally drained ring-shear tests , 2004 .

[18]  Yuanjie Xiao,et al.  Effect of roughness on shear behavior of red clay – concrete interface in large-scale direct shear tests , 2015 .

[19]  B. Hardin,et al.  Crushing of Soil Particles , 1985 .

[20]  U. Lemmin,et al.  Shear velocity estimates in rough‐bed open‐channel flow , 2013 .

[21]  Shu-ren Wu,et al.  Ring shear test for transform mechanism of slide–debris flow , 2011 .

[22]  Donald L. Turcotte,et al.  Fractals and fragmentation , 1986 .

[23]  Validation of a model for impact breakage incorporating particle size effect , 2007 .

[24]  A. Braathen,et al.  Shear zones in porous sand: Insights from ring-shear experiments and naturally deformed sandstones , 2007 .

[25]  S. Leroueil,et al.  39th Rankine Lecture: Natural slopes and cuts: movement and failure mechanisms , 2001 .

[26]  Denis Vallet,et al.  Numerical model of crushing of grains inside two-dimensional granular materials , 1999 .

[27]  Xuanmei Fan,et al.  Empirical prediction for travel distance of channelized rock avalanches in the Wenchuan earthquake area , 2016 .

[28]  K. Sassa,et al.  PERFORMING UNDRAINED SHEAR TESTS ON SATURATED SANDS IN A NEW INTELLIGENT TYPE OF RING SHEAR APPARATUS , 2003 .

[29]  Itai Einav,et al.  Breakage mechanics—Part I: Theory , 2007 .

[30]  Liming Hu,et al.  Testing and Modeling of Soil-Structure Interface , 2004 .

[31]  Jian-Min Zhang,et al.  Constitutive rules of cyclic behavior of interface between structure and gravelly soil , 2009 .

[32]  Isam Shahrour,et al.  An elastoplastic constitutive relation for the soil-structure interface under cyclic loading , 1997 .

[33]  Hideaki Kishida,et al.  Frictional Resistance at Yield between Dry Sand and Mild Steel , 1986 .

[34]  Hideaki Kishida,et al.  Friction between dry sand and concrete under monotonic and repeated loading , 1990 .

[35]  S. Olson,et al.  Particle damage observed in ring shear tests on sands , 2010 .

[36]  J. Konrad,et al.  On the mechanics and modeling of interfaces between granular soils and structural materials , 2018, Archives of Civil and Mechanical Engineering.