Show simple item record

contributor authorKanakapura S. Subba Rao
contributor authorGifferd C. Satyadas
date accessioned2017-05-08T20:34:13Z
date available2017-05-08T20:34:13Z
date copyrightFebruary 1986
date issued1986
identifier other%28asce%290733-9410%281986%29112%3A2%28203%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19862
description abstractIf volume changes followed a definite pattern of development, the ability to predict the behavior of structures, schedule construction, select techniques and make decisions would be greatly improved. This note shows that all types of volume change follow a unique trend of trilinear development with time on a log-log plot. Laboratory and field data from literature on swelling, field settlement, heave and rebound are used to illustrate the trend of three-phase development of volume change. In addition, laboratory measurements of volumetric and one-dimensional linear shrinkage of compacted clay are presented to show that shrinkage also follows a three-phase development.
publisherAmerican Society of Civil Engineers
titlePattern of Volume Change Development
typeJournal Paper
journal volume112
journal issue2
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1986)112:2(203)
treeJournal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 002
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record