contributor author | Brian D. Collins | |
contributor author | Nicholas Sitar | |
date accessioned | 2017-05-08T21:46:57Z | |
date available | 2017-05-08T21:46:57Z | |
date copyright | January 2011 | |
date issued | 2011 | |
identifier other | %28asce%29gt%2E1943-5606%2E0000412.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/62177 | |
description abstract | The 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 | |
publisher | American Society of Civil Engineers | |
title | Stability of Steep Slopes in Cemented Sands | |
type | Journal Paper | |
journal volume | 137 | |
journal issue | 1 | |
journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
identifier doi | 10.1061/(ASCE)GT.1943-5606.0000396 | |
tree | Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 001 | |
contenttype | Fulltext | |