Stress-dependent flow through fractured clay till: A laboratory study

被引:8
作者
Sims, JE
Elsworth, D
Cherry, JA
机构
[1] PENN STATE UNIV,DEPT MINERAL ENGN,UNIVERSITY PK,PA 16802
[2] UNIV WATERLOO,DEPT EARTH SCI,WATERLOO,ON N2L 3G1,CANADA
关键词
fracture permeability; till; stress permeability; landfills;
D O I
10.1139/t96-066
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Stress-dependent hydraulic conductivities of weathered fractured clay till were measured in a flexible-wall permeameter. Measured conductivities were in the range 10(-7) to 10(-8) cm/s, of the same order as the clay matrix (10(-8) cm/s), and representing equivalent hydraulic apertures in the range 0-5 mu m. In general, the isolated fractures exhibited strongly nonlinear closure characteristics and hysteretic behaviour under stress reversal. Some fracture samples exhibited only weak stress dependency, representing observable features of only nominal conductivity. Results of the investigations suggest fractures are closed to residual aperture for an overburden load of the order of 12 m, this defining an effective closure depth and the degree of maximum useful compactive effort that might be applied to ''seal'' fractures and reduce fluid migration.
引用
收藏
页码:449 / 457
页数:9
相关论文
共 21 条
[1]  
[Anonymous], 1975, FLUID MECH
[2]  
Chapman L.J., 1984, PHYSIOGRAPHY SO ONTA, V2
[3]  
Cherry J. A., 1989, P INT S CONT TRANSP
[4]  
Craig R.F., 1983, Soil mechanics, V3rd
[5]   FRACTURE EFFECTS IN THE SHALLOW GROUNDWATER ZONE IN WEATHERED SARNIA-AREA CLAY [J].
DASTOUS, AY ;
RULAND, WW ;
BRUCE, JRG ;
CHERRY, JA ;
GILLHAM, RW .
CANADIAN GEOTECHNICAL JOURNAL, 1989, 26 (01) :43-56
[6]  
ELSWORTH D, 1993, COMPREHENSIVE ROCK E, V1, pCH8
[7]  
Flint R.F., 1971, GLACIAL QUATERNARY G
[8]   HYDROLOGIC CHARACTERISTICS AND RESPONSE OF FRACTURED TILL AND CLAY CONFINING A SHALLOW AQUIFER [J].
GRISAK, GE ;
CHERRY, JA .
CANADIAN GEOTECHNICAL JOURNAL, 1975, 12 (01) :23-43
[9]  
HANNA TH, 1966, ONTARIO HYDRO RES Q, V18, P1
[10]  
HARDING D, 1986, THESIS U WATERLOO WA