Παρακαλώ χρησιμοποιήστε αυτό το αναγνωριστικό για να παραπέμψετε ή να δημιουργήσετε σύνδεσμο προς αυτό το τεκμήριο:
https://hdl.handle.net/20.500.14279/4593| Πεδίο DC | Τιμή | Γλώσσα |
|---|---|---|
| dc.contributor.author | Pantelidis, Lysandros | - |
| dc.contributor.author | Gravanis, Elias | - |
| dc.contributor.author | Griffiths, D.V. | - |
| dc.contributor.other | Παντελίδης, Λύσανδρος | - |
| dc.contributor.other | Γραβάνης, Ηλίας | - |
| dc.date.accessioned | 2015-06-08T08:27:37Z | - |
| dc.date.accessioned | 2015-12-09T14:03:11Z | - |
| dc.date.available | 2015-06-08T08:27:37Z | - |
| dc.date.available | 2015-12-09T14:03:11Z | - |
| dc.date.issued | 2015 | - |
| dc.identifier.citation | Engineering Geology for Society and Territory, 2015, Volume 2, Pages 1235-1238 | en_US |
| dc.identifier.isbn | 978-3-319-09057-3 | - |
| dc.identifier.uri | https://hdl.handle.net/20.500.14279/4593 | - |
| dc.description.abstract | In this work, the theory of random fields is used to account for the influence of spatial variability on slope reliability. Within this framework the friction coefficient along a discontinuity is treated as a Gaussian random field which is fully described by its mean value, standard deviation and spatial correlation length. The random field is simulated using the Local Average Subdivision (LAS) method. As shown by the examples presented herein, the spatial correlation of shear strength along a failure plane can have an important influence on slope performance, as expressed by the failure probability. This is a significant observation since ignoring the influence of spatial correlation in design may lead to non-conservative estimations of slope reliability. The planar mode of failure is considered. | en_US |
| dc.format | en_US | |
| dc.language.iso | en | en_US |
| dc.rights | © Springer International Publishing Switzerland | en_US |
| dc.subject | Random fields | en_US |
| dc.subject | Rock slope | en_US |
| dc.subject | Local average subdivision | en_US |
| dc.subject | Spatial variability | en_US |
| dc.subject | Slope reliability | en_US |
| dc.title | Influence of spatial variability on rock slope reliability using 1-D random fields | en_US |
| dc.type | Book Chapter | en_US |
| dc.collaboration | Cyprus University of Technology | en_US |
| dc.collaboration | University of Colorado | en_US |
| dc.collaboration | Newcastle University | en_US |
| dc.subject.category | Environmental Engineering | en_US |
| dc.review | Peer Reviewed | en |
| dc.country | Cyprus | en_US |
| dc.country | United States | en_US |
| dc.country | Australia | en_US |
| dc.subject.field | Engineering and Technology | en_US |
| dc.identifier.doi | 10.1007/978-3-319-09057-3_216 | en_US |
| dc.dept.handle | 123456789/148 | en |
| cut.common.academicyear | empty | en_US |
| item.fulltext | No Fulltext | - |
| item.cerifentitytype | Publications | - |
| item.grantfulltext | none | - |
| item.openairecristype | http://purl.org/coar/resource_type/c_3248 | - |
| item.openairetype | bookPart | - |
| item.languageiso639-1 | en | - |
| crisitem.author.dept | Department of Civil Engineering and Geomatics | - |
| crisitem.author.dept | Department of Civil Engineering and Geomatics | - |
| crisitem.author.faculty | Faculty of Engineering and Technology | - |
| crisitem.author.faculty | Faculty of Engineering and Technology | - |
| crisitem.author.orcid | 0000-0001-5979-6937 | - |
| crisitem.author.orcid | 0000-0002-5331-6661 | - |
| crisitem.author.parentorg | Faculty of Engineering and Technology | - |
| crisitem.author.parentorg | Faculty of Engineering and Technology | - |
| Εμφανίζεται στις συλλογές: | Κεφάλαια βιβλίων/Book chapters | |
CORE Recommender
SCOPUSTM
Citations
50
3
checked on 9 Νοε 2023
Page view(s) 50
626
Last Week
2
2
Last month
12
12
checked on 12 Μαϊ 2024
Google ScholarTM
Check
Altmetric
Όλα τα τεκμήρια του δικτυακού τόπου προστατεύονται από πνευματικά δικαιώματα