Show simple item record

contributor authorBrian D. Collins
contributor authorNicholas Sitar
date accessioned2017-05-08T21:46:57Z
date available2017-05-08T21:46:57Z
date copyrightJanuary 2011
date issued2011
identifier other%28asce%29gt%2E1943-5606%2E0000412.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62177
description abstractThe analysis of steep slope and cliff stability in variably cemented sands poses a significant practical challenge as routine analyses tend to underestimate the actually observed stability of existing slopes. The presented research evaluates how the degree of cementation controls the evolution of steep sand slopes and shows that the detailed slope geometry is important in determining the characteristics of the failure mode, which in turn, guide the selection of an appropriate stability analysis method. Detailed slope-profile cross sections derived from terrestrial lidar surveying of otherwise inaccessible cemented sand cliffs are used to investigate failure modes in weakly cemented [unconfined compressive strength
publisherAmerican Society of Civil Engineers
titleStability of Steep Slopes in Cemented Sands
typeJournal Paper
journal volume137
journal issue1
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0000396
treeJournal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 001
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record