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contributor authorJames K. Mitchell
contributor authorTimothy R. Huber
date accessioned2017-05-08T20:33:54Z
date available2017-05-08T20:33:54Z
date copyrightFebruary 1985
date issued1985
identifier other%28asce%290733-9410%281985%29111%3A2%28205%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19719
description abstractVibro‐replacement stone columns were used to support a large wastewater treatment plant founded on up to 48 ft (15 m) of soft estuarine deposits. Support was required for distributed foundation stresses up to 3,000 psf (145 kPa). The basic design requirement was a loading of 30 tons (265 kN)/stone column with a settlement of less than 0.25 in. (6 mm) under that load in a test on a single column within a group. Column spacings ranged from a
publisherAmerican Society of Civil Engineers
titlePerformance of a Stone Column Foundation
typeJournal Paper
journal volume111
journal issue2
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1985)111:2(205)
treeJournal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 002
contenttypeFulltext


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