FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2942609934> ?p ?o ?g. }

• W2942609934 endingPage "57" @default.
• W2942609934 startingPage "46" @default.
• W2942609934 abstract "Prediction of bearing capacity of steel pipe piles in rock masses is an important consideration in civil engineering especially as such prediction influences the safety of the supported superstructures as well as the pile integrity in pile driving operations. Provided that the rock mass is described as a linear elastic and perfectly plastic material obeying the Hoek-Brown failure criterion, a finite element analysis is performed to investigate the embedment depth effect on the annular base bearing capacity and the failure mechanism of typical open-ended pipe piles in sedimentary rock masses. The pipe pile has smooth walls and rough toe surface. Annular toe resistance of pipe piles can serve as an estimate of the rock mass resistance to driving in a fully coring mode which is usually expected for large diameter open-ended pipe piles. Pipe pile results are also extended to circular piles and embedded strip foundations socketed in rock masses. The analysis is shown to highlight the influence of the annular geometry of the pipe pile causing an unsymmetrical failure mechanism with respect to pipe wall center as well as an inclination of rock mass reaction, which if sufficiently large, may lead to pile convergence and damage during pile driving operations. The failure mechanism legitimates the plug tendency to rise up in the pipe and explains the plug formation. The study demonstrates that in most practical applications, the bearing capacity of pipe piles approaches a limiting value, which is less than or at most equal to the end bearing capacity of an embedded strip foundation of width equal to the pipe wall thickness. A comparison has been made with experimental data. It is shown that the results are relatively in good agreement with test data in terms of rock mass resistance and the mechanism of rock plug formation." @default.
• W2942609934 created "2019-05-09" @default.
• W2942609934 creator A5021229850 @default.
• W2942609934 creator A5022333886 @default.
• W2942609934 creator A5057650076 @default.
• W2942609934 creator A5058039074 @default.
• W2942609934 date "2019-07-01" @default.
• W2942609934 modified "2023-09-27" @default.
• W2942609934 title "End bearing response of open-ended pipe piles embedded in rock" @default.
• W2942609934 cites W145061225 @default.
• W2942609934 cites W1970906589 @default.
• W2942609934 cites W1979992276 @default.
• W2942609934 cites W1982030779 @default.
• W2942609934 cites W1992147631 @default.
• W2942609934 cites W2005887520 @default.
• W2942609934 cites W2010136721 @default.
• W2942609934 cites W2016001988 @default.
• W2942609934 cites W2016435503 @default.
• W2942609934 cites W2022013820 @default.
• W2942609934 cites W2026242550 @default.
• W2942609934 cites W2027165213 @default.
• W2942609934 cites W2027530574 @default.
• W2942609934 cites W2033949552 @default.
• W2942609934 cites W2046068248 @default.
• W2942609934 cites W2052485131 @default.
• W2942609934 cites W2053427517 @default.
• W2942609934 cites W2061507717 @default.
• W2942609934 cites W2073752890 @default.
• W2942609934 cites W2120539627 @default.
• W2942609934 cites W2136780757 @default.
• W2942609934 cites W2144931339 @default.
• W2942609934 cites W2146574966 @default.
• W2942609934 cites W2149347482 @default.
• W2942609934 cites W2152862373 @default.
• W2942609934 cites W2158107500 @default.
• W2942609934 cites W2171009664 @default.
• W2942609934 cites W2493671548 @default.
• W2942609934 cites W2551856823 @default.
• W2942609934 cites W2564858555 @default.
• W2942609934 doi "https://doi.org/10.1016/j.ijrmms.2019.04.008" @default.
• W2942609934 hasPublicationYear "2019" @default.
• W2942609934 type Work @default.
• W2942609934 sameAs 2942609934 @default.
• W2942609934 citedByCount "6" @default.
• W2942609934 countsByYear W29426099342020 @default.
• W2942609934 countsByYear W29426099342021 @default.
• W2942609934 countsByYear W29426099342023 @default.
• W2942609934 crossrefType "journal-article" @default.
• W2942609934 hasAuthorship W2942609934A5021229850 @default.
• W2942609934 hasAuthorship W2942609934A5022333886 @default.
• W2942609934 hasAuthorship W2942609934A5057650076 @default.
• W2942609934 hasAuthorship W2942609934A5058039074 @default.
• W2942609934 hasConcept C119560385 @default.
• W2942609934 hasConcept C127313418 @default.
• W2942609934 hasConcept C127413603 @default.
• W2942609934 hasConcept C135677250 @default.
• W2942609934 hasConcept C146978453 @default.
• W2942609934 hasConcept C164205550 @default.
• W2942609934 hasConcept C187320778 @default.
• W2942609934 hasConcept C199978012 @default.
• W2942609934 hasConcept C205649164 @default.
• W2942609934 hasConcept C25197100 @default.
• W2942609934 hasConcept C41242791 @default.
• W2942609934 hasConcept C58640448 @default.
• W2942609934 hasConcept C62464604 @default.
• W2942609934 hasConcept C6385141 @default.
• W2942609934 hasConcept C66283442 @default.
• W2942609934 hasConcept C66938386 @default.
• W2942609934 hasConcept C78519656 @default.
• W2942609934 hasConceptScore W2942609934C119560385 @default.
• W2942609934 hasConceptScore W2942609934C127313418 @default.
• W2942609934 hasConceptScore W2942609934C127413603 @default.
• W2942609934 hasConceptScore W2942609934C135677250 @default.
• W2942609934 hasConceptScore W2942609934C146978453 @default.
• W2942609934 hasConceptScore W2942609934C164205550 @default.
• W2942609934 hasConceptScore W2942609934C187320778 @default.
• W2942609934 hasConceptScore W2942609934C199978012 @default.
• W2942609934 hasConceptScore W2942609934C205649164 @default.
• W2942609934 hasConceptScore W2942609934C25197100 @default.
• W2942609934 hasConceptScore W2942609934C41242791 @default.
• W2942609934 hasConceptScore W2942609934C58640448 @default.
• W2942609934 hasConceptScore W2942609934C62464604 @default.
• W2942609934 hasConceptScore W2942609934C6385141 @default.
• W2942609934 hasConceptScore W2942609934C66283442 @default.
• W2942609934 hasConceptScore W2942609934C66938386 @default.
• W2942609934 hasConceptScore W2942609934C78519656 @default.
• W2942609934 hasLocation W29426099341 @default.
• W2942609934 hasOpenAccess W2942609934 @default.
• W2942609934 hasPrimaryLocation W29426099341 @default.
• W2942609934 hasRelatedWork W1999674929 @default.
• W2942609934 hasRelatedWork W2132708377 @default.
• W2942609934 hasRelatedWork W2157235425 @default.
• W2942609934 hasRelatedWork W2355186217 @default.
• W2942609934 hasRelatedWork W2360373514 @default.
• W2942609934 hasRelatedWork W2379429421 @default.
• W2942609934 hasRelatedWork W2468050354 @default.
• W2942609934 hasRelatedWork W4251465009 @default.
• W2942609934 hasRelatedWork W4317883285 @default.

• next