The Mechanical Coupling of Fluid-Filled Granular Material Under Shear
暂无分享,去创建一个
Renaud Toussaint | E. Aharonov | R. Toussaint | L. Goren | D. Sparks | Liran Goren | Einat Aharonov | David Sparks
[1] E. Flekkøy,et al. Sedimentation instabilities: impact of the fluid compressibility and viscosity. , 2010, Physical review. E, Statistical, nonlinear, and soft matter physics.
[2] E. Aharonov,et al. Pore pressure evolution in deforming granular material: A general formulation and the infinitely stiff approximation , 2010 .
[3] E. Flekkøy,et al. Size invariance of the granular Rayleigh-Taylor instability. , 2010, Physical review. E, Statistical, nonlinear, and soft matter physics.
[4] D. Elsworth,et al. Shear-induced dilatancy of fluid-saturated faults: Experiment and theory , 2009 .
[5] E. Yeh,et al. Microscale anatomy of the 1999 Chi‐Chi earthquake fault zone , 2009 .
[6] A. Sagy,et al. Geometric and rheological asperities in an exposed fault zone , 2009 .
[7] E. Flekkøy,et al. Decompaction and fluidization of a saturated and confined granular medium by injection of a viscous liquid or gas. , 2008, Physical review. E, Statistical, nonlinear, and soft matter physics.
[8] E. Flekkøy,et al. Coupled air/granular flow in a linear Hele-Shaw cell. , 2008, Physical review. E, Statistical, nonlinear, and soft matter physics.
[9] E. Flekkøy,et al. Experiments and simulations of a gravitational granular flow instability. , 2007, Physical review. E, Statistical, nonlinear, and soft matter physics.
[10] H. Ochiai,et al. Coupling pore-water pressure with distinct element method and steady state strengths in numerical triaxial compression tests under undrained conditions , 2007 .
[11] M. Zeghal,et al. A micro-mechanical investigation of the dynamic response and liquefaction of saturated granular soils , 2007 .
[12] Renaud Toussaint,et al. Granular Rayleigh-Taylor instability: experiments and simulations. , 2007, Physical review letters.
[13] E. Flekkøy,et al. Pattern formation during air injection into granular materials confined in a circular Hele-Shaw cell. , 2006, Physical review. E, Statistical, nonlinear, and soft matter physics.
[14] Olivier Pouliquen,et al. Flow of dense granular material: towards simple constitutive laws , 2006 .
[15] Y. Forterre,et al. A constitutive law for dense granular flows , 2006, Nature.
[16] Simon M. Mudd,et al. The mobilization of debris flows from shallow landslides , 2006 .
[17] A. Sawicki,et al. Developments in Modeling Liquefaction of Granular Soils, Caused by Cyclic Loads , 2006 .
[18] R. Snieder,et al. The liquefaction cycle and the role of drainage in liquefaction , 2004 .
[19] Berna Unutmaz,et al. Seismically induced landslide at Degirmendere Nose, Izmit Bay during Kocaeli (Izmit)-Turkey earthquake , 2004 .
[20] M. Saar,et al. Depth dependence of permeability in the Oregon cascades inferred from hydrogeologic, thermal, seismic, and magmatic modeling constraints , 2004 .
[21] N. Iverson,et al. Slow episodic shear of granular materials regulated by dilatant strengthening , 2002 .
[22] Ikuo Towhata,et al. Assessment of liquefaction-inducing peak ground velocity and frequency of horizontal ground shaking at onset of phenomenon , 2002 .
[23] E. Aharonov,et al. Shear profiles and localization in simulations of granular materials. , 2002, Physical review. E, Statistical, nonlinear, and soft matter physics.
[24] Amos Nur,et al. Liquefaction and dynamic poroelasticity in soft sediments , 2001 .
[25] Herbert F. Wang. Theory of Linear Poroelasticity with Applications to Geomechanics and Hydrogeology , 2000 .
[26] A. Nur,et al. Permeability as a toggle switch in fluid-controlled crustal processes , 2000 .
[27] J. Walsh,et al. Stratified granular media beneath large slide blocks: Implications for mode of emplacement , 2000 .
[28] D. Brien,et al. Acute sensitivity of landslide rates to initial soil porosity. , 2000, Science.
[29] Juan M. Pestana-Nascimento. Computational Geomechanics with Special Reference to Earthquake Engineering by O. C. Zienkiewicz, A. H. C. Chan, M. Pastor, B. A. Schrefler and T. Shiomi ISBN 0471‐98285‐7; Wiley, Chichester, 1999; Price: £100.00, US $180.00 , 2000 .
[30] McNamara,et al. Grains and gas flow: molecular dynamics with hydrodynamic interactions , 2000, Physical review. E, Statistical physics, plasmas, fluids, and related interdisciplinary topics.
[31] E. Aharonov,et al. Rigidity phase transition in granular packings. , 1999, Physical review. E, Statistical physics, plasmas, fluids, and related interdisciplinary topics.
[32] Tadahiko Shiomi,et al. Practical Programming in Computational Geomechanics: With Special Reference to Earthquake Engineering , 1999 .
[33] Tim A. Osswald,et al. Polymer Processing Fundamentals , 1998 .
[34] P. Evesque,et al. Sand behavior in a cavity with incompressible liquid under vertical vibrations , 1998 .
[35] Vinod K. Garga,et al. Volume changes in undrained triaxial tests on sands , 1997 .
[36] J. Rice,et al. Dilatancy, compaction, and slip instability of a fluid‐infiltrated fault , 1995 .
[37] Mladen Vucetic,et al. Cyclic Threshold Shear Strains in Soils , 1994 .
[38] D. Lockner,et al. Dilatancy in hydraulically isolated faults and the suppression of instability , 1994 .
[39] R. Iverson,et al. Differential equations governing slip-induced pore-pressure fluctuations in a water-saturated granular medium , 1993 .
[40] James D. Byerlee,et al. An earthquake mechanism based on rapid sealing of faults , 1992, Nature.
[41] Chris Marone,et al. Frictional behavior and constitutive modeling of simulated fault gouge , 1990 .
[42] C. Scholz. The Mechanics of Earthquakes and Faulting , 1990 .
[43] R. Iverson,et al. Dynamic Pore-Pressure Fluctuations in Rapidly Shearing Granular Materials , 1989, Science.
[44] J. Rudnicki,et al. Stabilization of rapid frictional slip on a weakening fault by dilatant hardening , 1988 .
[45] Amos Nur,et al. Porosity reduction and crustal pore pressure development , 1984 .
[46] H. Bolton Seed,et al. Closure of "Soil Liquefaction and Cyclic Mobility Evaluation for Level Ground during Earthquakes" , 1979 .
[47] P. Cundall,et al. A discrete numerical model for granular assemblies , 1979 .
[48] C. Scholz. Velocity Anomalies in Dilatant Rock , 1978, Science.
[49] G. Castro. LIQUEFACTION AND CYCLIC MOBILITY OF SATURATED SANDS-CLOSURE , 1976 .
[50] H. Bolton Seed,et al. PORE-WATER PRESSURE CHANGES DURING SOIL LIQUEFACTION , 1976 .
[51] C H Scholz,et al. Earthquake prediction: a physical basis. , 1973, Science.
[52] Pierre-Yves F. Robin,et al. Note on effective pressure , 1973 .
[53] T. Leslie Youd,et al. Compaction of Sands by Repeated Shear Straining , 1972 .
[54] Amos Nur,et al. An exact effective stress law for elastic deformation of rock with fluids , 1971 .
[55] P. L. Bransby,et al. Sand Liquefaction in Triaxial and Simple Shear Tests , 1971 .
[56] H. Bolton Seed,et al. Sand Liquefaction Under Cyclic Loading Simple Shear Conditions , 1968 .
[57] K. Terzaghi. Theoretical Soil Mechanics , 1943 .
[58] M. Biot. General Theory of Three‐Dimensional Consolidation , 1941 .
[59] O. Pouliquen,et al. Abstract Submitted for the DFD10 Meeting of The American Physical Society Granular collapse in a fluid: Role of the initial volume fraction , 2012 .
[60] A. Sagy,et al. Geometric and Rheological Asperities 1 in an Exposed Fault Zone 2 , 2008 .
[61] I. Towhata. Geotechnical Earthquake Engineering , 2008 .
[62] Steven R. Pride,et al. Relationships between Seismic and Hydrological Properties , 2005 .
[63] Kenichi Soga,et al. SOIL LIQUEFACTION EFFECTS OBSERVED IN THE KOBE EARTHQUAKE OF 1995. , 1998 .
[64] D. Wolf,et al. Force Schemes in Simulations of Granular Materials , 1996 .
[65] J. Couderc,et al. Incipient fluidization and particulate systems , 1985 .
[66] Fusayoshi Kawakami,et al. Damage to the Ground and Earth Structures by the Niigata Earthquake of June 16, 1964 , 1966 .
[67] Ronald F. Scott,et al. Principles of soil mechanics , 1963 .