Particle Breakage of Calcareous Sand and Its Correlation with Input Energy

被引:86
作者
Liu, Huabei [1 ]
Zeng, Kaifeng [1 ]
Zou, Yan [1 ]
机构
[1] Huazhong Univ Sci & Technol, Sch Civil Engn & Mech, Wuhan 430074, Hubei, Peoples R China
基金
中国国家自然科学基金;
关键词
Calcareous sand; Particle breakage; Triaxial test; Confined compression tests; Input energy; AXISYMMETRICAL TESTS; GRAVELLY SOILS; CRITICAL-STATE; SHEAR; MECHANICS; BEHAVIOR; MODEL;
D O I
10.1061/(ASCE)GM.1943-5622.0001541
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
A series of confined compression tests and triaxial tests under different test conditions were carried out on two types of calcareous sand from the South China Sea. Notably, drained and undrained tests under monotonic, cyclic, and creep testing conditions were conducted. This study was focused on the relationship between the relative breakage and total input energy under different test conditions. The influences of grain size were also investigated. The test results showed that a large number of particle breakages occurred in the calcareous sand under different modes of loading, which has a significant influence on the mechanical properties of the material, and increasing the confining pressures resulted in increases in the particle breakage of the calcareous sand. The relationship between the relative breakage and total input energy was unique regardless of the testing conditions in this study, and larger grain size resulted in more significant particle breakage.
引用
收藏
页数:11
相关论文
共 52 条
[1]   Changes to particle characteristics associated with the compression of sands [J].
Altuhafi, F. N. ;
Coop, M. R. .
GEOTECHNIQUE, 2011, 61 (06) :459-471
[2]  
[Anonymous], 1983, P BRAZIL OFFSHORE
[3]  
ASTM, 2011, ASTM D7181
[4]  
ASTM, 2011, ASTM D4767
[5]   THE INFLUENCE OF PARTICLE BREAKAGE ON THE LOCATION OF THE CRITICAL STATE LINE OF SANDS [J].
Bandini, V. ;
Coop, M. R. .
SOILS AND FOUNDATIONS, 2011, 51 (04) :591-600
[6]   Simple Shear Behavior of Calcareous and Quartz Sands [J].
Brandes, H. .
GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2011, 29 (01) :113-126
[7]  
Chinese Standards, 1999, 50123 GBT
[8]   Particle breakage during shearing of a carbonate sand [J].
Coop, MR ;
Sorensen, KK ;
Freitas, TB ;
Georgoutsos, G .
GEOTECHNIQUE, 2004, 54 (03) :157-163
[9]   THE MECHANICS OF UNCEMENTED CARBONATE SANDS [J].
COOP, MR .
GEOTECHNIQUE, 1990, 40 (04) :607-626
[10]   An elastoplastic model for granular materials taking into account grain breakage [J].
Daouadji, A ;
Hicher, PY ;
Rahma, A .
EUROPEAN JOURNAL OF MECHANICS A-SOLIDS, 2001, 20 (01) :113-137