SHEAR-STRENGTH OF ATHABASCA-OIL-SANDS

被引:63
作者
DUSSEAULT, MB
MORGENSTERN, NR
机构
关键词
SOILS - Mechanical Properties;
D O I
10.1139/t78-021
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Although the behavior of slopes in oil sands suggests that the shear strength is high, the source of strength of the oil sand has not been explained. Therefore detailed oil sand strength testing was undertaken on samples obtained in a special manner. Strength tests on dense Ottawa sand, oil sand tailings and densely recompacted oil sand were performed: standard behavior was observed throughout. A series of triaxial and shear-box tests on undistributed oil sands demonstrated a Mohr failure envelope that is highly curved, which displays no cohesion intercept and which is extremely steep for the initial portion of the envelope. Optical and scanning electron microscope investigations have revealed a dense interpenetrative structure and a considerable degree of grain surface rugosity. These factors give rise to a very high dilation rate before failure, and the dilation rate is suppressed as normal stress increases. The suppression of dilation results in shear of grains and grin asperities, giving rise to an apparent cohesion intercept at higher normal stresses. Refs.
引用
收藏
页码:216 / 238
页数:23
相关论文
共 18 条
[1]  
BALIGH MM, 1976, ASCE J GEOTECHNICAL, V102, P1131
[2]   STRENGTH OF SOILS AS ENGINEERING MATERIALS [J].
BISHOP, AW .
GEOTECHNIQUE, 1966, 16 (02) :91-&
[3]  
BOWMAN CW, 1967, 7TH P WORLD PETR C M, V3, P561
[4]  
BROOKER EW, 1975, 10TH P CAN ROCK MECH, V1, P409
[5]  
CARRIGY MA, 1967, 7TH P WORLD PETR C M, V3, P573
[6]  
CLARK KA, 1959, T CANADIAN I MINING, V63, P151
[7]  
DUSSEAULT MB, 1978, CAN GEOTECH, V15
[8]  
DUSSEAULT MB, 1977, THESIS U ALBERTA
[9]  
EVERELL MD, 1974, ADV ROCK MECHANICS A, V1, P101
[10]  
GOODMAN R, 1974, 3RD P C INT SOC RO A, V1, P127