Matches in SemOpenAlex for { <https://semopenalex.org/work/W2122671503> ?p ?o ?g. }
Showing items 1 to 98 of
98
with 100 items per page.
- W2122671503 endingPage "235" @default.
- W2122671503 startingPage "217" @default.
- W2122671503 abstract "Recent advances in the characterization of complex rock slope deformation and failure using numerical techniques have demonstrated significant potential for furthering our understanding of both the mechanisms/processes involved and the associated risk. This paper illustrates how rock slope analyses may be undertaken using three levels of sophistication. Level I analyses include the conventional application of kinematic and limit equilibrium techniques with modifications to include probabilistic techniques, coupling of groundwater simulations and simplistic treatment of intact fracture and plastic yield. Such analyses are primarily suited to simple translational failures involving release on smooth basal, rear and lateral surfaces where the principle active damage mechanisms are progressive failure and/or asperity breakdown. Level II analyses involve the use of continuum and discontinuum numerical methods. In addition to simple translation, Level II techniques can be applied to complex translational rock slope deformations where step-path failure necessitates degradation and failure of intact rock bridges along basal, rear and lateral release surfaces. Active damage processes in this case comprise not only strength degradation along the release surface (e.g., asperity breakdown) but also a significant component of brittle intact rock fracture. Level III analyses involve the use of hybrid continuum–discontinuum codes with fracture simulation capabilities. These codes are applicable to a wide spectrum of rock slope failure modes, but are particularly well suited to complex translation/rotational instabilities where failure requires internal yielding, brittle fracturing and shearing (in addition to strength degradation along release surfaces). Through a series of rock slope analyses the application of varied numerical methods are discussed. Particular emphasis is given to state-of-the-art developments and potential use of Level III hybrid techniques." @default.
- W2122671503 created "2016-06-24" @default.
- W2122671503 creator A5000502919 @default.
- W2122671503 creator A5004942062 @default.
- W2122671503 creator A5088165768 @default.
- W2122671503 date "2006-02-01" @default.
- W2122671503 modified "2023-10-16" @default.
- W2122671503 title "Developments in the characterization of complex rock slope deformation and failure using numerical modelling techniques" @default.
- W2122671503 cites W141666357 @default.
- W2122671503 cites W1548013431 @default.
- W2122671503 cites W1562047335 @default.
- W2122671503 cites W1902431950 @default.
- W2122671503 cites W1974735988 @default.
- W2122671503 cites W1976420562 @default.
- W2122671503 cites W1981187397 @default.
- W2122671503 cites W1987665319 @default.
- W2122671503 cites W1988054253 @default.
- W2122671503 cites W1991660334 @default.
- W2122671503 cites W1999434972 @default.
- W2122671503 cites W2010287803 @default.
- W2122671503 cites W2022636642 @default.
- W2122671503 cites W2044565070 @default.
- W2122671503 cites W2046900745 @default.
- W2122671503 cites W2062836938 @default.
- W2122671503 cites W2064505321 @default.
- W2122671503 cites W2073775990 @default.
- W2122671503 cites W2075992373 @default.
- W2122671503 cites W2088972952 @default.
- W2122671503 cites W2099988821 @default.
- W2122671503 cites W2120923020 @default.
- W2122671503 cites W2139409798 @default.
- W2122671503 cites W2141074467 @default.
- W2122671503 cites W2141092378 @default.
- W2122671503 cites W2141991096 @default.
- W2122671503 cites W2159767026 @default.
- W2122671503 cites W283474236 @default.
- W2122671503 doi "https://doi.org/10.1016/j.enggeo.2005.06.033" @default.
- W2122671503 hasPublicationYear "2006" @default.
- W2122671503 type Work @default.
- W2122671503 sameAs 2122671503 @default.
- W2122671503 citedByCount "292" @default.
- W2122671503 countsByYear W21226715032012 @default.
- W2122671503 countsByYear W21226715032013 @default.
- W2122671503 countsByYear W21226715032014 @default.
- W2122671503 countsByYear W21226715032015 @default.
- W2122671503 countsByYear W21226715032016 @default.
- W2122671503 countsByYear W21226715032017 @default.
- W2122671503 countsByYear W21226715032018 @default.
- W2122671503 countsByYear W21226715032019 @default.
- W2122671503 countsByYear W21226715032020 @default.
- W2122671503 countsByYear W21226715032021 @default.
- W2122671503 countsByYear W21226715032022 @default.
- W2122671503 countsByYear W21226715032023 @default.
- W2122671503 crossrefType "journal-article" @default.
- W2122671503 hasAuthorship W2122671503A5000502919 @default.
- W2122671503 hasAuthorship W2122671503A5004942062 @default.
- W2122671503 hasAuthorship W2122671503A5088165768 @default.
- W2122671503 hasConcept C127313418 @default.
- W2122671503 hasConcept C127413603 @default.
- W2122671503 hasConcept C136478896 @default.
- W2122671503 hasConcept C152279782 @default.
- W2122671503 hasConcept C159985019 @default.
- W2122671503 hasConcept C187320778 @default.
- W2122671503 hasConcept C192562407 @default.
- W2122671503 hasConcept C41242791 @default.
- W2122671503 hasConcept C66938386 @default.
- W2122671503 hasConcept C97842125 @default.
- W2122671503 hasConceptScore W2122671503C127313418 @default.
- W2122671503 hasConceptScore W2122671503C127413603 @default.
- W2122671503 hasConceptScore W2122671503C136478896 @default.
- W2122671503 hasConceptScore W2122671503C152279782 @default.
- W2122671503 hasConceptScore W2122671503C159985019 @default.
- W2122671503 hasConceptScore W2122671503C187320778 @default.
- W2122671503 hasConceptScore W2122671503C192562407 @default.
- W2122671503 hasConceptScore W2122671503C41242791 @default.
- W2122671503 hasConceptScore W2122671503C66938386 @default.
- W2122671503 hasConceptScore W2122671503C97842125 @default.
- W2122671503 hasIssue "1-3" @default.
- W2122671503 hasLocation W21226715031 @default.
- W2122671503 hasOpenAccess W2122671503 @default.
- W2122671503 hasPrimaryLocation W21226715031 @default.
- W2122671503 hasRelatedWork W2008534119 @default.
- W2122671503 hasRelatedWork W2027052517 @default.
- W2122671503 hasRelatedWork W2348642747 @default.
- W2122671503 hasRelatedWork W2350403262 @default.
- W2122671503 hasRelatedWork W2356441335 @default.
- W2122671503 hasRelatedWork W2359455474 @default.
- W2122671503 hasRelatedWork W2362443270 @default.
- W2122671503 hasRelatedWork W2364031269 @default.
- W2122671503 hasRelatedWork W2376332080 @default.
- W2122671503 hasRelatedWork W2390178981 @default.
- W2122671503 hasVolume "83" @default.
- W2122671503 isParatext "false" @default.
- W2122671503 isRetracted "false" @default.
- W2122671503 magId "2122671503" @default.
- W2122671503 workType "article" @default.