Matches in SemOpenAlex for { <https://semopenalex.org/work/W3048776637> ?p ?o ?g. }
Showing items 1 to 78 of
78
with 100 items per page.
- W3048776637 abstract "Aiming at the special geological conditions in Karst areas, the pile-soil stress ratio of composite foundation is analyzed. According to carry out the field test of composite foundation in Karst area, soil pressure boxes are arranged to measure the stress of piles and soil at the same time. As the load increased, the variation trend of the pile-soil stress ratio of composite foundation is analyzed. On the basic, the pile-soil stress ratio is compared with non-karst area. The test result showed that both the pile-soil stress ratio of PHC piles and high pressure jet grouting piles increase. The increase of the PHC piles is more obvious. The pile-soil stress ratio of PHC piles is larger than high pressure jet grouting piles. The main reason is that the strength of cement-soil mixed piles is lower. The high pressure jet grouting piles plays an important role in improving soil bearing capacity between piles and supporting the side abutment pressure of PHC piles in composite foundation. It is shown that the stress concentration is more obvious in karst area." @default.
- W3048776637 created "2020-08-18" @default.
- W3048776637 creator A5009050494 @default.
- W3048776637 creator A5029278665 @default.
- W3048776637 creator A5030990441 @default.
- W3048776637 creator A5065316395 @default.
- W3048776637 date "2019-06-08" @default.
- W3048776637 modified "2023-09-24" @default.
- W3048776637 title "Site test study of pile-soil stress ratio of composite foundation in karst area" @default.
- W3048776637 cites W2391062780 @default.
- W3048776637 doi "https://doi.org/10.1088/1755-1315/267/3/032036" @default.
- W3048776637 hasPublicationYear "2019" @default.
- W3048776637 type Work @default.
- W3048776637 sameAs 3048776637 @default.
- W3048776637 citedByCount "0" @default.
- W3048776637 crossrefType "journal-article" @default.
- W3048776637 hasAuthorship W3048776637A5009050494 @default.
- W3048776637 hasAuthorship W3048776637A5029278665 @default.
- W3048776637 hasAuthorship W3048776637A5030990441 @default.
- W3048776637 hasAuthorship W3048776637A5065316395 @default.
- W3048776637 hasBestOaLocation W30487766371 @default.
- W3048776637 hasConcept C104779481 @default.
- W3048776637 hasConcept C119560385 @default.
- W3048776637 hasConcept C127313418 @default.
- W3048776637 hasConcept C135677250 @default.
- W3048776637 hasConcept C138885662 @default.
- W3048776637 hasConcept C151730666 @default.
- W3048776637 hasConcept C159985019 @default.
- W3048776637 hasConcept C166957645 @default.
- W3048776637 hasConcept C182348080 @default.
- W3048776637 hasConcept C187320778 @default.
- W3048776637 hasConcept C192562407 @default.
- W3048776637 hasConcept C21036866 @default.
- W3048776637 hasConcept C2780966255 @default.
- W3048776637 hasConcept C41895202 @default.
- W3048776637 hasConcept C95457728 @default.
- W3048776637 hasConceptScore W3048776637C104779481 @default.
- W3048776637 hasConceptScore W3048776637C119560385 @default.
- W3048776637 hasConceptScore W3048776637C127313418 @default.
- W3048776637 hasConceptScore W3048776637C135677250 @default.
- W3048776637 hasConceptScore W3048776637C138885662 @default.
- W3048776637 hasConceptScore W3048776637C151730666 @default.
- W3048776637 hasConceptScore W3048776637C159985019 @default.
- W3048776637 hasConceptScore W3048776637C166957645 @default.
- W3048776637 hasConceptScore W3048776637C182348080 @default.
- W3048776637 hasConceptScore W3048776637C187320778 @default.
- W3048776637 hasConceptScore W3048776637C192562407 @default.
- W3048776637 hasConceptScore W3048776637C21036866 @default.
- W3048776637 hasConceptScore W3048776637C2780966255 @default.
- W3048776637 hasConceptScore W3048776637C41895202 @default.
- W3048776637 hasConceptScore W3048776637C95457728 @default.
- W3048776637 hasLocation W30487766371 @default.
- W3048776637 hasOpenAccess W3048776637 @default.
- W3048776637 hasPrimaryLocation W30487766371 @default.
- W3048776637 hasRelatedWork W2347444803 @default.
- W3048776637 hasRelatedWork W2348057863 @default.
- W3048776637 hasRelatedWork W2350733620 @default.
- W3048776637 hasRelatedWork W2356138158 @default.
- W3048776637 hasRelatedWork W2357370491 @default.
- W3048776637 hasRelatedWork W2358623182 @default.
- W3048776637 hasRelatedWork W2358773650 @default.
- W3048776637 hasRelatedWork W2361608045 @default.
- W3048776637 hasRelatedWork W2364346322 @default.
- W3048776637 hasRelatedWork W2375251644 @default.
- W3048776637 hasRelatedWork W2376414612 @default.
- W3048776637 hasRelatedWork W2380715578 @default.
- W3048776637 hasRelatedWork W2385663525 @default.
- W3048776637 hasRelatedWork W2386142269 @default.
- W3048776637 hasRelatedWork W2394007174 @default.
- W3048776637 hasRelatedWork W2605709570 @default.
- W3048776637 hasRelatedWork W2998945411 @default.
- W3048776637 hasRelatedWork W3001489267 @default.
- W3048776637 hasRelatedWork W3160290401 @default.
- W3048776637 hasRelatedWork W890871646 @default.
- W3048776637 isParatext "false" @default.
- W3048776637 isRetracted "false" @default.
- W3048776637 magId "3048776637" @default.
- W3048776637 workType "article" @default.