Effect of slope height and gradient on failure probability

GA Fenton, MA Hicks, X Wang, DV Griffiths

Research output: Chapter in Book/Conference proceedings/Edited volumeConference contributionScientificpeer-review

6 Citations (Scopus)
Original languageEnglish
Title of host publicationProceedings - Geo-congress 2013: Stability and performance of slopes and embankments III
EditorsC Meehan, D Pradel, MA Pando, JF Labuz
Place of PublicationReston
PublisherAmerican Society of Civil Engineers (ASCE)
Pages972-981
Number of pages10
ISBN (Print)978-0-7844-1278-7
DOIs
Publication statusPublished - 2013
EventGeo-congress 2013: Stability and performance of slopes and embankments III, San Diego, California - Reston
Duration: 3 Mar 20137 Mar 2013

Publication series

Name
PublisherASCE

Conference

ConferenceGeo-congress 2013: Stability and performance of slopes and embankments III, San Diego, California
Period3/03/137/03/13

Keywords

  • Conf.proc. > 3 pag

Cite this

Fenton, GA., Hicks, MA., Wang, X., & Griffiths, DV. (2013). Effect of slope height and gradient on failure probability. In C. Meehan, D. Pradel, MA. Pando, & JF. Labuz (Eds.), Proceedings - Geo-congress 2013: Stability and performance of slopes and embankments III (pp. 972-981). American Society of Civil Engineers (ASCE). https://doi.org/10.1061/9780784412787.099