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contributor authorFred L. Ogden
contributor authorJames F. Ruff
date accessioned2017-05-08T20:47:25Z
date available2017-05-08T20:47:25Z
date copyrightJuly 1991
date issued1991
identifier other%28asce%290733-9437%281991%29117%3A4%28534%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27246
description abstractShear strength tests are conducted in a model of a water, well on four, commercially available, granular bentonite well sealing products. The time dependency of annulus seal shear strength and resistance to piping is examined. Dry bentonite samples are placed through water in the annular space between the casing and borehole and allowed to set for a specified time. Pressure is applied at a constant rate to one end of the clay seal until shear or piping failure occurs. Pressure and seal displacement data are recorded on a digital data acquisition system. Annulus seal strength and resistance to piping increase with setting time. Ultimate shear strength is reached in 72 to 120 hours after placement. Differences between this laboratory scale study and field scale applications are discussed.
publisherAmerican Society of Civil Engineers
titleSetting Time Effects on Bentonite Water‐Well Annulus Seals
typeJournal Paper
journal volume117
journal issue4
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1991)117:4(534)
treeJournal of Irrigation and Drainage Engineering:;1991:;Volume ( 117 ):;issue: 004
contenttypeFulltext


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