Matches in SemOpenAlex for { <https://semopenalex.org/work/W3013946472> ?p ?o ?g. }
- W3013946472 endingPage "12" @default.
- W3013946472 startingPage "1" @default.
- W3013946472 abstract "According to the results of the physical model tests, the failure plane of an anaclinal layered rock slope was a linear-type plane at an angle above the plane normal to the discontinuities, and the failure mode of rock strata was bending tension. However, the shear failure occurred near the slope toe, the effects of the cohesion of the discontinuities on the stability of the slope, and the contribution of tangential force to cross-section axial force were neglected in such studies. Moreover, none of the experts had developed a rigorously theoretical method for determining the angle between the failure plane and the plane normal to the discontinuities. This paper was initiated for the purpose of solving the problems described above. With the cantilever beam model and a step-by-step analytical method, an optimization of the analytical method for determining the flexural toppling failure plane based on the limit equilibrium theory was developed and the corresponding formulations were derived. Based on the present computational framework, comparisons with other studies were carried out by taking a slate slope in South Anhui in China and a rock slope facing the Tehran-Chalus Road near the Amir-Kabir Dam Lake in Iran. Furthermore, the sensitivity analyses of the parameters used in the calculation process of the failure angle of the slate slope in South Anhui in China were performed. The results demonstrated that the failure plane and the safety factor of the stability obtained with the presented method were credible, which verified the proposed method. The dip angle of the slope, the dip angle of the rock stratum, and the friction angle of the discontinuities were the controlling factors for the overall failure of the slate slope in South Anhui in China." @default.
- W3013946472 created "2020-04-03" @default.
- W3013946472 creator A5011074451 @default.
- W3013946472 creator A5026269253 @default.
- W3013946472 date "2020-03-28" @default.
- W3013946472 modified "2023-10-16" @default.
- W3013946472 title "An Optimization of the Analytical Method for Determining the Flexural Toppling Failure Plane" @default.
- W3013946472 cites W1132887404 @default.
- W3013946472 cites W185211581 @default.
- W3013946472 cites W1969622931 @default.
- W3013946472 cites W1979676567 @default.
- W3013946472 cites W1986353368 @default.
- W3013946472 cites W2002781633 @default.
- W3013946472 cites W2004388931 @default.
- W3013946472 cites W2021788284 @default.
- W3013946472 cites W2027178112 @default.
- W3013946472 cites W2027475234 @default.
- W3013946472 cites W2028652531 @default.
- W3013946472 cites W2039871711 @default.
- W3013946472 cites W2047013148 @default.
- W3013946472 cites W2073589332 @default.
- W3013946472 cites W2076525205 @default.
- W3013946472 cites W2081347284 @default.
- W3013946472 cites W2085908360 @default.
- W3013946472 cites W2089518189 @default.
- W3013946472 cites W2095455050 @default.
- W3013946472 cites W2101232787 @default.
- W3013946472 cites W2147466705 @default.
- W3013946472 cites W2174133425 @default.
- W3013946472 cites W2464465877 @default.
- W3013946472 cites W2624832403 @default.
- W3013946472 cites W2789424894 @default.
- W3013946472 cites W2790183598 @default.
- W3013946472 cites W2801829544 @default.
- W3013946472 cites W2898362038 @default.
- W3013946472 cites W2928159577 @default.
- W3013946472 cites W2969439243 @default.
- W3013946472 cites W654331515 @default.
- W3013946472 cites W90708336 @default.
- W3013946472 doi "https://doi.org/10.1155/2020/5732596" @default.
- W3013946472 hasPublicationYear "2020" @default.
- W3013946472 type Work @default.
- W3013946472 sameAs 3013946472 @default.
- W3013946472 citedByCount "3" @default.
- W3013946472 countsByYear W30139464722021 @default.
- W3013946472 countsByYear W30139464722022 @default.
- W3013946472 countsByYear W30139464722023 @default.
- W3013946472 crossrefType "journal-article" @default.
- W3013946472 hasAuthorship W3013946472A5011074451 @default.
- W3013946472 hasAuthorship W3013946472A5026269253 @default.
- W3013946472 hasBestOaLocation W30139464721 @default.
- W3013946472 hasConcept C104054115 @default.
- W3013946472 hasConcept C110069353 @default.
- W3013946472 hasConcept C121332964 @default.
- W3013946472 hasConcept C127313418 @default.
- W3013946472 hasConcept C127413603 @default.
- W3013946472 hasConcept C134306372 @default.
- W3013946472 hasConcept C141354745 @default.
- W3013946472 hasConcept C15627037 @default.
- W3013946472 hasConcept C17825722 @default.
- W3013946472 hasConcept C178405089 @default.
- W3013946472 hasConcept C187320778 @default.
- W3013946472 hasConcept C2524010 @default.
- W3013946472 hasConcept C33923547 @default.
- W3013946472 hasConcept C41242791 @default.
- W3013946472 hasConcept C5900021 @default.
- W3013946472 hasConcept C62520636 @default.
- W3013946472 hasConcept C66283442 @default.
- W3013946472 hasConcept C66938386 @default.
- W3013946472 hasConcept C96035792 @default.
- W3013946472 hasConceptScore W3013946472C104054115 @default.
- W3013946472 hasConceptScore W3013946472C110069353 @default.
- W3013946472 hasConceptScore W3013946472C121332964 @default.
- W3013946472 hasConceptScore W3013946472C127313418 @default.
- W3013946472 hasConceptScore W3013946472C127413603 @default.
- W3013946472 hasConceptScore W3013946472C134306372 @default.
- W3013946472 hasConceptScore W3013946472C141354745 @default.
- W3013946472 hasConceptScore W3013946472C15627037 @default.
- W3013946472 hasConceptScore W3013946472C17825722 @default.
- W3013946472 hasConceptScore W3013946472C178405089 @default.
- W3013946472 hasConceptScore W3013946472C187320778 @default.
- W3013946472 hasConceptScore W3013946472C2524010 @default.
- W3013946472 hasConceptScore W3013946472C33923547 @default.
- W3013946472 hasConceptScore W3013946472C41242791 @default.
- W3013946472 hasConceptScore W3013946472C5900021 @default.
- W3013946472 hasConceptScore W3013946472C62520636 @default.
- W3013946472 hasConceptScore W3013946472C66283442 @default.
- W3013946472 hasConceptScore W3013946472C66938386 @default.
- W3013946472 hasConceptScore W3013946472C96035792 @default.
- W3013946472 hasFunder F4320325181 @default.
- W3013946472 hasLocation W30139464721 @default.
- W3013946472 hasLocation W30139464722 @default.
- W3013946472 hasOpenAccess W3013946472 @default.
- W3013946472 hasPrimaryLocation W30139464721 @default.
- W3013946472 hasRelatedWork W1812927061 @default.
- W3013946472 hasRelatedWork W1992003674 @default.
- W3013946472 hasRelatedWork W2069507249 @default.
- W3013946472 hasRelatedWork W2332968443 @default.