Show simple item record

contributor authorJohn H. Schmertmann
date accessioned2017-05-08T20:36:09Z
date available2017-05-08T20:36:09Z
date copyrightSeptember 1991
date issued1991
identifier other%28asce%290733-9410%281991%29117%3A9%281288%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20868
description abstractSoils age. Their engineering properties often improve significantly during aging times of practical interest to engineers. This paper provides examples from research and practice. It includes a review of the triaxial IDS test, followed by examples of its use to investigate the question of whether the aging improvements result from frictional or cohesive effects. Contrary to most current thinking, the soil stiffening and strengthening appears entirely frictional in effect. The aging effects described appear mechanical, resulting from dispersive particle movements and internal stress arching under drained conditions. The paper concludes with suggestions for using these mechanical aging effects in practice.
publisherAmerican Society of Civil Engineers
titleThe Mechanical Aging of Soils
typeJournal Paper
journal volume117
journal issue9
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1991)117:9(1288)
treeJournal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 009
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record