3D DEM Simulations of Drained Triaxial Compression of Sand Strengthened Using Microbially Induced Carbonate Precipitation

[1]  S M Haeri,et al.  Stiffness and Deformation Characteristics of a Cemented Gravely Sand , 2008 .

[2]  R. Nova,et al.  DEM analysis of bonded granular geomaterials , 2008 .

[3]  Peter Eberhard,et al.  A bonded-particle model for cemented sand , 2013 .

[4]  F. Liu,et al.  A bond failure criterion for DEM simulations of cemented geomaterials considering variable bond thickness , 2014 .

[5]  Yu-Hsing Wang,et al.  A particulate-scale investigation of cemented sand behavior , 2008 .

[6]  B. C. Martinez,et al.  Biogeochemical processes and geotechnical applications: progress, opportunities and challenges , 2013 .

[7]  J. DeJong,et al.  Stress-Strain Behavior of Sands Cemented by Microbially Induced Calcite Precipitation , 2015 .

[8]  F. Donze,et al.  A discrete element model of concrete under high triaxial loading , 2011 .

[9]  B. Montoya,et al.  Bio-Mediated Soil Improvement and the Effect of Cementation on the Behavior, Improvement, and Performance of Sand , 2012 .

[10]  P. Cundall,et al.  A discrete numerical model for granular assemblies , 1979 .

[11]  Ching S. Chang,et al.  Packing Structure and Mechanical Properties of Granulates , 1990 .

[12]  B. C. Martinez,et al.  Bio-mediated soil improvement , 2010 .

[13]  B. Montoya,et al.  Drained Shear Strength of MICP Sand at Varying Cementation Levels , 2015 .

[14]  M. Loosdrecht,et al.  Quantifying Bio-Mediated Ground Improvement by Ureolysis: A Large Scale Biogrout Experiment , 2010 .

[15]  F. Donze,et al.  A spherical discrete element model: calibration procedure and incremental response , 2009 .

[16]  Félix Darve,et al.  Numerical simulation of drained triaxial test using 3D discrete element modeling , 2009 .

[17]  Katalin Bagi,et al.  An algorithm to generate random dense arrangements for discrete element simulations of granular assemblies , 2005 .

[18]  Yu-Hsing Wang,et al.  Characterization of Cemented Sand by Experimental and Numerical Investigations , 2008 .

[19]  Sean T. O’Donnell Mitigation of Earthquake-Induced Soil Liquefaction via Microbial Denitrification: A Two-Stage Process , 2015 .

[20]  J. DeJong,et al.  Microbially Induced Cementation to Control Sand Response to Undrained Shear , 2006 .

[21]  Frédéric-Victor Donzé,et al.  YADE‐OPEN DEM: an open‐source software using a discrete element method to simulate granular material , 2009 .