TIME-DEPENDENT BEHAVIOR OF CRUSHABLE MATERIALS IN ONE-DIMENSIONAL COMPRESSION TESTS

Particle crushing is a progressive phenomenon. This study examines time-dependent behavior due to particle crushing. A review of the literature was made to find evidence of time-dependent behavior due to particle crushing. Single particle crushing tests and one-dimensional compression tests were carried out on four crushable materials with careful visual observations. The mechanism of time-dependent compression was discussed. The following observations were made : (1) The time-dependent behavior under one-dimensional compression stems mainly from a repetitive cycle of crushing, rearrangement of particles and redistribution of contact stresses. (2) Crushing patterns and rearrangement in one-dimensional compression tests are different depending on the characteristics observed in single particle crushing tests.

[1]  N. Miura,et al.  Stress-strain characteristics of sand in a particle-crushing region , 1984 .

[2]  Yukio Nakata,et al.  A probabilistic approach to sand particle crushing in the triaxial test , 1999 .

[3]  Malcolm D. Bolton,et al.  On the micromechanics of crushable aggregates , 1998 .

[4]  Osamu Kusakabe,et al.  DEVELOPMENT OF SHEAR BAND AND PARTICLE CRUSHING OBSERVED IN IN-SITU LOADING TESTS ON A SEDIMENTED SAND , 1994 .

[5]  Norihiko Miura,et al.  EFFECT OF PARTICLE-CRUSHING ON THE SHEAR CHARACTERISTICS OF A SAND , 1977 .

[6]  G. Wayne Clough,et al.  Behavior of Granular Materials Under High Stresses , 1968 .

[7]  S. Miura,et al.  PARTICLE BREAKAGE OF VOLCANIC COARSE-GRAINED SOILS AND ITS EVALUATION , 1997 .

[8]  A. Schofield,et al.  Yielding of Clays in States Wetter than Critical , 1963 .

[9]  Iraj Farhoomand,et al.  Compressibility and crushing of granular soil in anisotropic triaxial compression , 1967 .

[10]  Norihiko Miura,et al.  PARTICLE-CRUSHING OF A DECOMPOSED GRANITE SOIL UNDER SHEAR STRESSES , 1979 .

[11]  E. Beer,et al.  The Scale Effect in the Transposition of the Results of Deep-sounding Tests on the Ultimate Bearing Capacity of Piles and Caisson Foundations , 1963 .

[12]  H. Nagaoka,et al.  Finite Element Method Applied to Biot’s Consolidation Theory , 1971 .

[13]  W. Weibull A Statistical Distribution Function of Wide Applicability , 1951 .

[14]  N. Miura,et al.  DRAINED SHEAR CHARACTERISTICS OF STANDARD SAND UNDER HIGH CONFINING PRESSURES , 1971 .

[15]  Osamu Kusakabe,et al.  LARGE-SCALE LOADING TESTS OF SHALLOW FOOTINGS IN PNEUMATIC CAISSON. DISCUSSION AND CLOSURE , 1992 .

[16]  S. Miura,et al.  STATIC AND CYCLIC SHEAR BEHAVIOR AND PARTICLE CRUSHING OF VOLCANIC COARSE GRAINED SOILS IN HOKKAIDO , 1996 .

[17]  J. Kérisel,et al.  FIELD TESTS OF PILES IN SAND , 1972 .

[18]  O. Kusakabe,et al.  THE MECHANICAL CHARACTERISTICS OF HIROSHIMA GRANITE , 1998 .

[19]  Takeaki Fukumoto,et al.  PARTICLE BREAKAGE CHARACTERISTICS OF GRANULAR SOILS , 1992 .

[20]  J. C. Jaeger Failure of rocks under tensile conditions , 1967 .

[21]  Fook Hou Lee,et al.  The role of particle breakage in pile creep in sand , 1996 .

[22]  Noriyuki Yasufuku,et al.  Pile end-bearing capacity in crushable sands , 1995 .

[23]  O. Kusakabe,et al.  STRENGTH-DEFORMATION CHARACTERISTICS OF AN UNDISTURBED SCORIA AND EFFECTS OF SAMPLE DISTURBANCE , 1991 .

[24]  Da-Mang Lee Angles of friction of granular fills. , 1992 .

[25]  Norihiko Miura Point Resistance of Piles in Sand , 1983 .

[26]  N. Miura,et al.  COMPRESSIBILITY OF SAND UNDER HIGH ISOTROPIC PRESSURES , 1972 .