Matches in SemOpenAlex for { <https://semopenalex.org/work/W2891805305> ?p ?o ?g. }
Showing items 1 to 76 of
76
with 100 items per page.
- W2891805305 endingPage "1179" @default.
- W2891805305 startingPage "1179" @default.
- W2891805305 abstract "In 2015, Typhoon Soudelor caused a number of slopes to collapse in Wulai District of New Taipei City. One of these landslides took place in the village of Zhongzhi and involved atypical cataclinal slope failure with a rock–soil interface. The remaining rock in the slope and the rock that originally covered it contained vertical joints, so groundwater could have flowed through the joints and influenced landslide behavior. However, few existing studies have examined the influence of upward groundwater flow on slope stability. To fill this gap, this study used physical tests and discrete element method software to conduct relevant investigations. We first conducted tests using the ground water flow and cataclinal slope simulator, in which water can flow out of holes in the platform to simulate upward-seeping groundwater. We used gypsum boards or rhombus-shaped grinding stones to simulate rock with vertical joints and round grinding stones mixed in paste to simulate cohesive regolith. The objective of the tests was to understand the influence of water flow on the landslide behavior of the specimens and the connections between movement behavior and the sequence of sliding between different materials during the landslide. We then reproduced the physical tests using discrete element method software PFC3D (Particle Flow Code 3D Version 4.0 by Itasca, Minneapolis, MN, USA) to display the influence of water flow on specimens, including the weakening of bond strength, decreasing coefficient of friction between particles, and the application of seepage force, as well as uplift and lateral forces caused by water pressure. This process gave us an understanding of the influence of different groundwater conditions on landslide behavior, which facilitates the study of landslide mechanisms and movement behavior. Finally, we applied the water flow influence settings to simulate and examine the Zhongzhi landslide process. Compared to methods that simply reduce the friction coefficients to trigger landslides, our numerical simulation was closer to reality in that in this case a rising water table triggered the landslide." @default.
- W2891805305 created "2018-09-27" @default.
- W2891805305 creator A5016033958 @default.
- W2891805305 creator A5017202907 @default.
- W2891805305 creator A5024537292 @default.
- W2891805305 creator A5048555621 @default.
- W2891805305 date "2018-09-03" @default.
- W2891805305 modified "2023-10-17" @default.
- W2891805305 title "The Influence of Groundwater on the Sliding and Deposition Behaviors of Cataclinal Slopes" @default.
- W2891805305 cites W2056316500 @default.
- W2891805305 cites W2138221697 @default.
- W2891805305 cites W2156524938 @default.
- W2891805305 cites W2464465877 @default.
- W2891805305 doi "https://doi.org/10.3390/w10091179" @default.
- W2891805305 hasPublicationYear "2018" @default.
- W2891805305 type Work @default.
- W2891805305 sameAs 2891805305 @default.
- W2891805305 citedByCount "2" @default.
- W2891805305 countsByYear W28918053052019 @default.
- W2891805305 countsByYear W28918053052023 @default.
- W2891805305 crossrefType "journal-article" @default.
- W2891805305 hasAuthorship W2891805305A5016033958 @default.
- W2891805305 hasAuthorship W2891805305A5017202907 @default.
- W2891805305 hasAuthorship W2891805305A5024537292 @default.
- W2891805305 hasAuthorship W2891805305A5048555621 @default.
- W2891805305 hasBestOaLocation W28918053051 @default.
- W2891805305 hasConcept C110069353 @default.
- W2891805305 hasConcept C121332964 @default.
- W2891805305 hasConcept C127313418 @default.
- W2891805305 hasConcept C131227075 @default.
- W2891805305 hasConcept C171872576 @default.
- W2891805305 hasConcept C186295008 @default.
- W2891805305 hasConcept C187320778 @default.
- W2891805305 hasConcept C2985957023 @default.
- W2891805305 hasConcept C38349280 @default.
- W2891805305 hasConcept C41642174 @default.
- W2891805305 hasConcept C57879066 @default.
- W2891805305 hasConcept C75622301 @default.
- W2891805305 hasConcept C76177295 @default.
- W2891805305 hasConcept C87355193 @default.
- W2891805305 hasConceptScore W2891805305C110069353 @default.
- W2891805305 hasConceptScore W2891805305C121332964 @default.
- W2891805305 hasConceptScore W2891805305C127313418 @default.
- W2891805305 hasConceptScore W2891805305C131227075 @default.
- W2891805305 hasConceptScore W2891805305C171872576 @default.
- W2891805305 hasConceptScore W2891805305C186295008 @default.
- W2891805305 hasConceptScore W2891805305C187320778 @default.
- W2891805305 hasConceptScore W2891805305C2985957023 @default.
- W2891805305 hasConceptScore W2891805305C38349280 @default.
- W2891805305 hasConceptScore W2891805305C41642174 @default.
- W2891805305 hasConceptScore W2891805305C57879066 @default.
- W2891805305 hasConceptScore W2891805305C75622301 @default.
- W2891805305 hasConceptScore W2891805305C76177295 @default.
- W2891805305 hasConceptScore W2891805305C87355193 @default.
- W2891805305 hasIssue "9" @default.
- W2891805305 hasLocation W28918053051 @default.
- W2891805305 hasLocation W28918053052 @default.
- W2891805305 hasOpenAccess W2891805305 @default.
- W2891805305 hasPrimaryLocation W28918053051 @default.
- W2891805305 hasRelatedWork W1572999300 @default.
- W2891805305 hasRelatedWork W2274959118 @default.
- W2891805305 hasRelatedWork W2353873161 @default.
- W2891805305 hasRelatedWork W2370207244 @default.
- W2891805305 hasRelatedWork W2623547142 @default.
- W2891805305 hasRelatedWork W2623980833 @default.
- W2891805305 hasRelatedWork W2757722858 @default.
- W2891805305 hasRelatedWork W2805860905 @default.
- W2891805305 hasRelatedWork W2891805305 @default.
- W2891805305 hasRelatedWork W4291001112 @default.
- W2891805305 hasVolume "10" @default.
- W2891805305 isParatext "false" @default.
- W2891805305 isRetracted "false" @default.
- W2891805305 magId "2891805305" @default.
- W2891805305 workType "article" @default.