Matches in SemOpenAlex for { <https://semopenalex.org/work/W2890571821> ?p ?o ?g. }
Showing items 1 to 82 of
82
with 100 items per page.
- W2890571821 endingPage "68" @default.
- W2890571821 startingPage "56" @default.
- W2890571821 abstract "Energy piles, due to their dual roles, are exposed to temperature change throughout their life time, which may cause axial displacements, additional axial stresses and changes in the shaft resistance along their lengths. The extent of these effects highly depends on the level of restrictions along the energy piles, from the surrounding soil, as well as from the superstructure. A full-scale in-situ test has been performed on three energy piles, with the purpose of investigating their thermo-mechanical behaviour with respect to the corresponding end-restraining conditions. Thermal loads with maximum temperature of 45 °C and minimum of 8 °C were applied to the test piles for a 6-week period along with conventional mechanical load tests. Two of the test piles were designed to have base resistance from the very dense sand layer while the shorter pile was tipped into a stiff clay layer with the purpose of representing different end-restraining conditions. Moreover, the thermal loads were applied to the longer piles with and without the presence of mechanical load at the head. In this paper, the full-scale in-situ test setup is presented, along with the test results of the three test piles giving emphasis to the restraining effects of the mechanical load at the head and the base resistance from underlying soil layers. It is concluded from the results that the distribution of thermally induced axial stresses and the mobilization of shaft resistance during heating and cooling episodes are highly dependent on the location of the dominant restriction. Moreover, the end-restraining effects fade away at depths farther from the dominant restriction, leading to the degree of freedom of test piles with diverse end-restraining conditions to converge." @default.
- W2890571821 created "2018-09-27" @default.
- W2890571821 creator A5026878117 @default.
- W2890571821 creator A5052107172 @default.
- W2890571821 creator A5067046317 @default.
- W2890571821 date "2019-06-01" @default.
- W2890571821 modified "2023-10-18" @default.
- W2890571821 title "Full-scale in-situ tests on energy piles: Head and base-restraining effects on the structural behaviour of three energy piles" @default.
- W2890571821 cites W1964713697 @default.
- W2890571821 cites W1987558876 @default.
- W2890571821 cites W1996882900 @default.
- W2890571821 cites W2019986870 @default.
- W2890571821 cites W2026215755 @default.
- W2890571821 cites W2040954461 @default.
- W2890571821 cites W2044864109 @default.
- W2890571821 cites W2130287619 @default.
- W2890571821 cites W2132074786 @default.
- W2890571821 cites W2151424261 @default.
- W2890571821 cites W2157775002 @default.
- W2890571821 cites W2222012670 @default.
- W2890571821 cites W2321292504 @default.
- W2890571821 cites W2461677908 @default.
- W2890571821 doi "https://doi.org/10.1016/j.gete.2018.08.002" @default.
- W2890571821 hasPublicationYear "2019" @default.
- W2890571821 type Work @default.
- W2890571821 sameAs 2890571821 @default.
- W2890571821 citedByCount "49" @default.
- W2890571821 countsByYear W28905718212019 @default.
- W2890571821 countsByYear W28905718212020 @default.
- W2890571821 countsByYear W28905718212021 @default.
- W2890571821 countsByYear W28905718212022 @default.
- W2890571821 countsByYear W28905718212023 @default.
- W2890571821 crossrefType "journal-article" @default.
- W2890571821 hasAuthorship W2890571821A5026878117 @default.
- W2890571821 hasAuthorship W2890571821A5052107172 @default.
- W2890571821 hasAuthorship W2890571821A5067046317 @default.
- W2890571821 hasBestOaLocation W28905718211 @default.
- W2890571821 hasConcept C114793014 @default.
- W2890571821 hasConcept C119560385 @default.
- W2890571821 hasConcept C127313418 @default.
- W2890571821 hasConcept C127413603 @default.
- W2890571821 hasConcept C134306372 @default.
- W2890571821 hasConcept C187320778 @default.
- W2890571821 hasConcept C192562407 @default.
- W2890571821 hasConcept C195899389 @default.
- W2890571821 hasConcept C2780312720 @default.
- W2890571821 hasConcept C33923547 @default.
- W2890571821 hasConcept C42058472 @default.
- W2890571821 hasConcept C66938386 @default.
- W2890571821 hasConceptScore W2890571821C114793014 @default.
- W2890571821 hasConceptScore W2890571821C119560385 @default.
- W2890571821 hasConceptScore W2890571821C127313418 @default.
- W2890571821 hasConceptScore W2890571821C127413603 @default.
- W2890571821 hasConceptScore W2890571821C134306372 @default.
- W2890571821 hasConceptScore W2890571821C187320778 @default.
- W2890571821 hasConceptScore W2890571821C192562407 @default.
- W2890571821 hasConceptScore W2890571821C195899389 @default.
- W2890571821 hasConceptScore W2890571821C2780312720 @default.
- W2890571821 hasConceptScore W2890571821C33923547 @default.
- W2890571821 hasConceptScore W2890571821C42058472 @default.
- W2890571821 hasConceptScore W2890571821C66938386 @default.
- W2890571821 hasFunder F4320306076 @default.
- W2890571821 hasLocation W28905718211 @default.
- W2890571821 hasOpenAccess W2890571821 @default.
- W2890571821 hasPrimaryLocation W28905718211 @default.
- W2890571821 hasRelatedWork W100156952 @default.
- W2890571821 hasRelatedWork W2086657763 @default.
- W2890571821 hasRelatedWork W226090900 @default.
- W2890571821 hasRelatedWork W2350523598 @default.
- W2890571821 hasRelatedWork W2351283266 @default.
- W2890571821 hasRelatedWork W2361930433 @default.
- W2890571821 hasRelatedWork W2375837571 @default.
- W2890571821 hasRelatedWork W2587990389 @default.
- W2890571821 hasRelatedWork W2885301694 @default.
- W2890571821 hasRelatedWork W641071573 @default.
- W2890571821 hasVolume "18" @default.
- W2890571821 isParatext "false" @default.
- W2890571821 isRetracted "false" @default.
- W2890571821 magId "2890571821" @default.
- W2890571821 workType "article" @default.