Discrete element modelling of deep penetration in granular soils
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Hai-Sui Yu | David Harris | Mingjing Jiang | M. Jiang | H. Yu | M. Jiang | D. Harris | Hai-Sui Yu
[1] Hai-Sui Yu,et al. A novel discrete model for granular material incorporating rolling resistance , 2005 .
[2] F. Oka,et al. Strain localization analysis by elasto-viscoplastic softening model for frozen sand , 1994 .
[3] George Z. Voyiadjis,et al. A large strain theory and its application in the analysis of the cone penetration mechanism , 1988 .
[4] A. Huang,et al. An analytical study of cone penetration tests in granular material , 1994 .
[5] Murad Y. Abu-Farsakh,et al. Numerical Parametric Study of Piezocone Penetration Test in Clays , 2003 .
[6] Malcolm D. Bolton,et al. Centrifuge cone penetration tests in sand , 1999 .
[7] Rodrigo Salgado,et al. Cavity Expansion and Penetration Resistance in Sand , 1997 .
[8] Guy T. Houlsby,et al. Analysis of the cone pressuremeter test in clay , 1988 .
[9] A. S. Vesić. Expansion of Cavities in Infinite Soil Mass , 1972 .
[10] P. Cundall,et al. A discrete numerical model for granular assemblies , 1979 .
[11] Murad Y. Abu-Farsakh,et al. Numerical analysis of the miniature piezocone penetration tests (PCPT) in cohesive soils , 1998 .
[12] K. Terzaghi. Theoretical Soil Mechanics , 1943 .
[13] Serge Leroueil,et al. Insight into shear strength functions of unsaturated granulates by DEM analyses , 2004 .
[14] Serge Leroueil,et al. An efficient technique for generating homogeneous specimens for DEM studies , 2003 .
[15] Mohsen M. Baligh,et al. Consolidation After Undrained Piezocone Penetration II: Interpretation , 1986 .
[16] R. Gupta,et al. PIEZOPROBE DETERMINED COEFFICIENT OF CONSOLIDATION , 1986 .
[17] R. Borst,et al. POSSIBILITIES AND LIMITATIONS OF FINITE ELEMENTS FOR LIMIT ANALYSIS , 1984 .
[18] Ken Been,et al. THE CONE PENETRATION TEST IN SANDS: PART II, GENERAL INFERENCE OF STATE , 1987 .
[19] Leonard R. Herrmann,et al. Investigation of an Alternative Finite Element Procedure: A One-Step, Steady-State Analysis. , 1994 .
[20] M. M. Baligh. Strain Path Method , 1985 .
[21] G T Houlsby,et al. CALIBRATION CHAMBER TESTS OF A CONE PENETROMETER IN SAND. DISCUSSION , 1988 .
[22] Guy T. Houlsby,et al. FINITE CAVITY EXPANSION IN DILATANT SOILS: LOADING ANALYSIS , 1991 .
[23] Hai-Sui Yu,et al. Cavity Expansion Methods in Geomechanics , 2000 .
[24] H. T. Durgunoglu,et al. Static penetration resistance of soils , 1973 .
[25] Scott W. Sloan,et al. Finite element analysis of cone penetration in cohesionless soil , 2004 .
[26] Aleksandar Sedmak Vesić,et al. A study of bearing capacity of deep foundations , 1967 .
[27] P. K. Robertson. In situ testing and its application to foundation engineering , 1986 .
[28] James K. Mitchell,et al. Analysis of Cone Resistance: Review of Methods , 1998 .
[29] C. Thornton. NUMERICAL SIMULATIONS OF DEVIATORIC SHEAR DEFORMATION OF GRANULAR MEDIA , 2000 .
[30] John H. Schmertmann,et al. GUIDELINES FOR CONE PENETRATION TEST. (PERFORMANCE AND DESIGN) , 1978 .
[31] J. Ting,et al. Discrete numerical model for soil mechanics , 1989 .
[32] Cee-Ing Teh,et al. An analytical study of the cone penetration test , 1991 .
[33] A. J. Valsangkar,et al. Earth pressures on unyielding retaining walls of narrow backfill width , 2001 .
[34] L. Herrmann,et al. Analysis of steady cone penetration in clay , 2000 .
[35] J. Sladen. PROBLEMS WITH INTERPRETATION OF SAND STATE FROM CONE PENETRATION TEST , 1989 .
[36] Hai-Sui Yu,et al. Kinematic models for non‐coaxial granular materials. Part II: evaluation , 2005 .