ENGINEERING PROPERTIES OF DIATOMACEOUS FILL

被引:52
作者
DAY, RW
机构
[1] American Geotechnical, San Diego, CA, 92121, 5764 Pacific Ctr. Blvd.
来源
JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE | 1995年 / 121卷 / 12期
关键词
D O I
10.1061/(ASCE)0733-9410(1995)121:12(908)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
It is common for fill that has a low dry density and high moisture content to have poor engineering properties, such as high compressibility and low shear strength. For the tested diatomaceous fill, the range in dry density varied from about 1.0 to 1.2 Mg/m(3) with a moisture content of 38-53%. The low dry density and high moisture content are due to the diatoms, which are essentially outer shells of silica that can contain water. Even though diatomaceous fill has a low dry density and high moisture content, it behaves as a dense granular material below an effective stress of 50 kPa. This is due to the diatoms, which can resist shear and compression because of their interlocking and rough surface features. At a higher effective stress the diatoms can be crushed, which significantly increases the compressibility of the fill.
引用
收藏
页码:908 / 910
页数:3
相关论文
共 9 条
[1]  
Bates R.L., 1980, GLOSSARY GEOLOGY
[2]   EFFECTIVE COHESION FOR COMPACTED CLAY [J].
DAY, RW .
JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1992, 118 (04) :611-619
[3]  
KHILNANI K, 1989, CIV ENG, V59
[4]  
LEONARDS GA, 1964, J SOIL MECH F DIV, V90, P136
[5]  
MOTTANA A, 1978, ROCKS MINERALS, P342
[6]  
SPENCER EW, 1972, DYNAMICS EARTH INTRO, P161
[7]  
STOKES WL, 1955, GLOSSARY SELECTED GE, V16, P38
[8]  
TERZAGHI K, 1967, SOIL MECHANICS ENG P, P8
[9]  
1994, ASTM ANN BOOK STANDA, P882