Doboku Gakkai Ronbunshuu C
Online ISSN : 1880-604X
ISSN-L : 1880-604X
Paper (In Japanese)
DIRECT MEASUREMENT TECHNIQUE FOR PERMEABILITY COEFFICIENT OF BENTONITE MIXTURED SOIL LINER
Tatsuya MATSUZAKIAtsunori NUMATATetsuya HANAMURA
Author information
JOURNAL FREE ACCESS

2009 Volume 65 Issue 2 Pages 412-424

Details
Abstract
One of the most important parts that determine the safety of a waste disposal site is the imperviouslayer. Recently, fail-safe impervious layer consisted of bentonite-soil mixture has been widly used. Thepermeability performance of an impervious layer should be evaluated by using its coefficient of permeability. However, it has become a common practice in-situly that dencity or water content, characterisitics indirectly correlated to the coefficient of permeability, is used to evaluate the coefficient of permeability performance rather than the coefficient itself. To accurately assess the safety of a waste disposal site, it is considered that the coeffisient of permeability is directly used to control the quality. Due to this reason, a simple field test apparatus was developed. A direct measurement technique for the coefficient of permeability by using this test apparatus is discussed in this paper.
Content from these authors
© 2009 by Japan Society of Civil Engineers
Previous article Next article
feedback
Top