Matches in SemOpenAlex for { <https://semopenalex.org/work/W366880461> ?p ?o ?g. }
Showing items 1 to 49 of
49
with 100 items per page.
- W366880461 abstract "There are various protection measures against rockfalls. An embankment is effective in rockfall hazard mitigation at a dangerous slope end. The slope rockfall tests on full-scale embankments have been carried out. These embankments are made of sandy soil reinforced with geogrids. The cushioning layers which are made of geocells filled with crushed stones of 5-13 mm in diameter are also placed on the mountain side of the embankment. A boulder, i.e., RC block rolls down the test-site slope, and hits against the embankment. A new system of measuring instruments is employed in order to evaluate the impact force and the impact energy. One of important observations is a possibility that a rolling boulder carries it toward the top of an embankment because of its rolling momentum. The experimental results, especially the relationship between impact force and impact energy is discussed in this paper." @default.
- W366880461 created "2016-06-24" @default.
- W366880461 creator A5036067586 @default.
- W366880461 date "2011-01-01" @default.
- W366880461 modified "2023-10-17" @default.
- W366880461 title "Experiments on Rockfall Protection Embankments with Geogrids and Cushions" @default.
- W366880461 cites W156616491 @default.
- W366880461 cites W2056791359 @default.
- W366880461 cites W2401104633 @default.
- W366880461 cites W2995773353 @default.
- W366880461 doi "https://doi.org/10.21660/2011.1e" @default.
- W366880461 hasPublicationYear "2011" @default.
- W366880461 type Work @default.
- W366880461 sameAs 366880461 @default.
- W366880461 citedByCount "7" @default.
- W366880461 countsByYear W3668804612012 @default.
- W366880461 countsByYear W3668804612014 @default.
- W366880461 countsByYear W3668804612015 @default.
- W366880461 countsByYear W3668804612021 @default.
- W366880461 countsByYear W3668804612023 @default.
- W366880461 crossrefType "journal-article" @default.
- W366880461 hasAuthorship W366880461A5036067586 @default.
- W366880461 hasBestOaLocation W3668804611 @default.
- W366880461 hasConcept C127313418 @default.
- W366880461 hasConcept C186295008 @default.
- W366880461 hasConcept C187320778 @default.
- W366880461 hasConcept C204665574 @default.
- W366880461 hasConceptScore W366880461C127313418 @default.
- W366880461 hasConceptScore W366880461C186295008 @default.
- W366880461 hasConceptScore W366880461C187320778 @default.
- W366880461 hasConceptScore W366880461C204665574 @default.
- W366880461 hasLocation W3668804611 @default.
- W366880461 hasLocation W3668804612 @default.
- W366880461 hasOpenAccess W366880461 @default.
- W366880461 hasPrimaryLocation W3668804611 @default.
- W366880461 hasRelatedWork W1987549478 @default.
- W366880461 hasRelatedWork W2013393664 @default.
- W366880461 hasRelatedWork W2019644894 @default.
- W366880461 hasRelatedWork W2089109604 @default.
- W366880461 hasRelatedWork W2189433076 @default.
- W366880461 hasRelatedWork W2326858715 @default.
- W366880461 hasRelatedWork W2393565428 @default.
- W366880461 hasRelatedWork W3005365587 @default.
- W366880461 hasRelatedWork W3088812051 @default.
- W366880461 hasRelatedWork W3021787035 @default.
- W366880461 isParatext "false" @default.
- W366880461 isRetracted "false" @default.
- W366880461 magId "366880461" @default.
- W366880461 workType "article" @default.