首页   按字顺浏览 期刊浏览 卷期浏览 Stress-dependent flow through fractured clay till: a laboratory study
Stress-dependent flow through fractured clay till: a laboratory study

 

作者: John E Sims,   Derek Elsworth,   John A Cherry,  

 

期刊: Canadian Geotechnical Journal  (NRC Available online 1996)
卷期: Volume 33, issue 3  

页码: 449-457

 

ISSN:0008-3674

 

年代: 1996

 

DOI:10.1139/t96-066

 

出版商: NRC Research Press

 

数据来源: NRC

 

摘要:

Stress-dependent hydraulic conductivities of weathered fractured clay till were measured in a flexible-wall permeameter. Measured conductivities were in the range 10–7to 10–8cm/s, of the same order as the clay matrix (10–8cm/s), and representing equivalent hydraulic apertures in the range 0–5 &mgr;m. In general, the isolated fractures exhibited strongly nonlinear closure characteristics and hysteric 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 residuel 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.Key words:fracture permeability, till, stress permeability, landfi

 

点击下载:  PDF (1500KB)



返 回