SEDIMENTATION OF CLAYEY SLURRY

被引:33
作者
TAN, TS [1 ]
YONG, KY [1 ]
LEONG, EC [1 ]
LEE, SL [1 ]
机构
[1] UNIV WESTERN AUSTRALIA,DEPT CIVIL ENGN,NEDLANDS,WA 6009,AUSTRALIA
来源
JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE | 1990年 / 116卷 / 06期
关键词
D O I
10.1061/(ASCE)0733-9410(1990)116:6(885)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this paper, the sedimentation of clayey slurry is studied using Kynch’s theory. This theory is attractive as the only property needed, the permeability, can be determined from the surface settlement curve. The assumption in Kynch’s theory that the settling velocity is a function of the concentration alone is investigated first and found to depend also on the initial condition; an indication of the effect of flocculation. The theory is then reformulated and it is shown that the perme-ability-versus-void-ratio relationship of the slurry can be determined from its surface settlement versus time curve. Modifications that still maintained the simplicity of Kynch’s theory are then introduced to account for the dependence on an initial condition that reflects the changes in the soil fabric due to flocculation. A number of experiments are then conducted and the measured surface settlement and density are compared with the predicted values. The good agreement confirms the validity of the approach adopted. © ASCE.
引用
收藏
页码:885 / 898
页数:14
相关论文
共 22 条
[1]  
Barnea E., 1973, Chemical Engineering Journal, V5, P171, DOI 10.1016/0300-9467(73)80008-5
[2]  
Bear J., 1972, DYNAMICS FLUIDS PORO
[3]   SELF-WEIGHT CONSOLIDATION OF SOFT SOILS - AN EXPERIMENTAL AND THEORETICAL-STUDY [J].
BEEN, K ;
SILLS, GC .
GEOTECHNIQUE, 1981, 31 (04) :519-535
[4]  
Been K., 1980, THESIS U OXFORD OXFO
[5]   THEORY OF ELASTICITY AND CONSOLIDATION FOR A POROUS ANISOTROPIC SOLID [J].
BIOT, MA .
JOURNAL OF APPLIED PHYSICS, 1955, 26 (02) :182-185
[6]  
COURANT R, 1961, METHODS MATH PHYSICS, V2
[7]   SEDIMENTATION OF NONCOLLOIDAL PARTICLES AT LOW REYNOLDS-NUMBERS [J].
DAVIS, RH ;
ACRIVOS, A .
ANNUAL REVIEW OF FLUID MECHANICS, 1985, 17 :91-118
[8]  
Drnevich V. P., 1988, GEOTECH TEST J, V11, P233, DOI [10.1520/gtj10653j, DOI 10.1520/GTJ10653J]
[9]   SEDIMENTATION OF FLOCCULENT SUSPENSIONS - STATE OF THE ART [J].
FITCH, B .
AICHE JOURNAL, 1979, 25 (06) :913-930
[10]   THEORY OF 1-DIMENSIONAL CONSOLIDATION OF SATURATED CLAYS .1. FINITE NON-LINEAR CONSOLIDATION OF THIN HOMOGENEOUS LAYERS [J].
GIBSON, RE ;
ENGLAND, GL ;
HUSSEY, MJL .
GEOTECHNIQUE, 1967, 17 (03) :261-&