Comparison of Grain Size Distribution and Grain Shape of Various Sand Samples

被引:3
作者
Cellek, Seda [1 ]
机构
[1] Kirsehir Ahi Evran Univ, Engn & Architecture Fac, Kirsehir, Turkey
关键词
Sand; Mineralogy; Sinop; Grain size distribution; Grain shape; VOID RATIO; STRENGTH; MAXIMUM;
D O I
10.1007/s10706-019-00959-1
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This study aimed to compare grain size distribution and grain shape of sands with different mineralogies and origins. Also, we attempted to investigate the changes in the physical properties of sands with different mineralogical properties. Four different sand samples taken from the Black Sea and Aegean regions were selected for experiments. Sands were named Type 1, Type 5, Type 9, and Type 13. A washing process was applied because clean sand was preferred for the experiments. Grain distributions were determined with wet mechanical analysis, and unwashed and washed samples were compared. The samples were classified as "poorly graded sand." Mineralogical properties were determined by binocular microscope, X-ray, and SEM. When the samples were chosen, attention was given to selecting those with different source rock properties. Their origins were determined to be sedimentary, magmatic, and metamorphic. It was determined that Type 1 sand is volcanic, Types 5 and 9 sands are sedimentary, and Type 13 sand is metamorphic in origin. Additionally, Types 1, 5, and 9 sands were taken from the seashore, and Type 13 sand was taken from the riverside. Also, it was determined that Type 5 is a mixture of river and sea sand. It was understood that different mineralogical properties result in different physical properties. Besides, not only the mineralogy but also the origin (marine or the river) affects the grain distribution and shape. Marine or the river origin has more effect on grain distribution and shape than does mineralogy. However, mineralogy is important in determining specific gravity.
引用
收藏
页码:5019 / 5033
页数:15
相关论文
共 31 条
[1]   VOID RATIO OF NONCOHESIVE SOILS AND SIMILAR MATERIALS [J].
ABERG, B .
JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1992, 118 (09) :1315-1334
[2]   ON THE PARTICLE SIZE DISTRIBUTION OF A BASALTIC TILL [J].
Altuhafi, Fatin ;
Baudet, Beatrice A. ;
Sammonds, Peter .
SOILS AND FOUNDATIONS, 2011, 51 (01) :113-121
[3]  
[Anonymous], 2003, THESIS
[4]  
[Anonymous], 2001, THESIS VIRGINIA POLY
[5]  
[Anonymous], THESIS
[6]  
Arasan Seracettin, 2011, International Journal of Civil and Structural Engineering, V1, P968
[7]  
Arasan Seracettin, 2010, International Journal of Civil and Structural Engineering, V1, P165
[8]   Laser grain-size determination in soil genetic studies .1. Practical problems [J].
Buurman, P ;
Pape, T ;
Muggler, CC .
SOIL SCIENCE, 1997, 162 (03) :211-218
[9]   Fall cone tests on clay-sand mixtures [J].
Cabalar, Ali Firat ;
Mustafa, Waleed Sulaiman .
ENGINEERING GEOLOGY, 2015, 192 :154-165
[10]   Strength of various sands in triaxial and cyclic direct shear tests [J].
Cabalar, Ali Firat ;
Dulundu, Kemal ;
Tuncay, Kagan .
ENGINEERING GEOLOGY, 2013, 156 :92-102