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contributor authorA. Nakayama
contributor authorF. Yamada
contributor authorS. Sakurai
date accessioned2017-05-08T21:26:23Z
date available2017-05-08T21:26:23Z
date copyrightMarch 1998
date issued1998
identifier other%28asce%291090-0241%281998%29124%3A3%28223%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51514
description abstractThe structural looseness and the permeability of rock have been found to be strongly correlated, and on-site measurement of permeability is shown to be a promising new method of detecting structural looseness of rock mass and hence the stability of nearby structures. The vacuum permeability test obtains the permeability by suction of air from a sealed test section. It has high sensitivity and fast response to a low permeable medium and is particularly suited for this purpose. The details of the method of measurement, hardware, and the data reduction methods developed so far are described. The loosening to be detected may be due to excavation of various types or to long-term deterioration of the surrounding ground due to natural processes. Practicality of the method is demonstrated by several sample field tests conducted at various sites.
publisherAmerican Society of Civil Engineers
titleAir Permeability as Measure of Rock Mass Behavior
typeJournal Paper
journal volume124
journal issue3
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(1998)124:3(223)
treeJournal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 003
contenttypeFulltext


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