Show simple item record

contributor authorPoul V. Lade
contributor authorCarl D. Liggio Jr.
contributor authorJungman Nam
date accessioned2017-05-08T21:46:23Z
date available2017-05-08T21:46:23Z
date copyrightJuly 2009
date issued2009
identifier other%28asce%29gt%2E1943-5606%2E0000096.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61847
description abstractThe part of sand behavior that is affected by time, such as creep, relaxation, and loading rate effects are not similar to those observed for clay. To throw more light on the time effects in sand, many series of drained triaxial compression experiments have been performed on crushed coral sand. These tests were all performed with a constant effective confining pressure of
publisherAmerican Society of Civil Engineers
titleStrain Rate, Creep, and Stress Drop-Creep Experiments on Crushed Coral Sand
typeJournal Paper
journal volume135
journal issue7
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0000067
treeJournal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 007
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record