FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4328108209> ?p ?o ?g. }

• W4328108209 endingPage "3968" @default.
• W4328108209 startingPage "3968" @default.
• W4328108209 abstract "In the common practice of geotechnical design, the state of soil is considered fully saturated, while recent examples show the importance of the consideration of unsaturated conditions as well due to the location of the groundwater table at deeper levels. However, it is problematic to design a foundation and calculate bearing capacity as the internal stress in unsaturated conditions needs to be quantified. The mechanics of unsaturated soils are critical in geotechnical engineering, especially when the case of the foundation design is required. This study aims to investigate the influence of suction on the shaft capacity of pile foundations based on the data obtained from in situ and laboratory testing. The three modified methods (i.e., modified α, β, and λ) were implemented in this study in order to calculate the shaft capacity of the pile foundation incorporating unsaturated soil mechanics principles. In addition, the effect of varying matric suction on shaft capacity was discussed. The results of obtained changes show the importance of rain infiltration in the design of piles in unsaturated conditions. It can be concluded that the most conservative method is found to be the modified β method in designing pile foundations incorporating the suction changes due to rainwater infiltration. However, cost optimization shall be considered while choosing the method for the design. As for the increase in GWT, the modified λ method depicted the most conventional behavior. The possible rain infiltration decreases matric suction, mostly in the upper layers." @default.
• W4328108209 created "2023-03-22" @default.
• W4328108209 creator A5009644457 @default.
• W4328108209 creator A5023628687 @default.
• W4328108209 creator A5032198040 @default.
• W4328108209 creator A5048236684 @default.
• W4328108209 creator A5079331414 @default.
• W4328108209 creator A5082668920 @default.
• W4328108209 creator A5089557532 @default.
• W4328108209 date "2023-03-21" @default.
• W4328108209 modified "2023-10-18" @default.
• W4328108209 title "Influence of Suction on Capacity of Pile Foundation" @default.
• W4328108209 cites W2002115844 @default.
• W4328108209 cites W2008045664 @default.
• W4328108209 cites W2019582102 @default.
• W4328108209 cites W2096081038 @default.
• W4328108209 cites W2195149272 @default.
• W4328108209 cites W2253628765 @default.
• W4328108209 cites W2492218027 @default.
• W4328108209 cites W2891341228 @default.
• W4328108209 cites W2900495900 @default.
• W4328108209 cites W2910855812 @default.
• W4328108209 cites W2942537744 @default.
• W4328108209 cites W3001588044 @default.
• W4328108209 cites W3018766572 @default.
• W4328108209 cites W3096195747 @default.
• W4328108209 cites W3106137843 @default.
• W4328108209 cites W3132242908 @default.
• W4328108209 cites W3144875240 @default.
• W4328108209 cites W4282561325 @default.
• W4328108209 cites W4292358182 @default.
• W4328108209 cites W4296849111 @default.
• W4328108209 cites W4303684749 @default.
• W4328108209 cites W4308454289 @default.
• W4328108209 cites W4309265093 @default.
• W4328108209 cites W4309324288 @default.
• W4328108209 cites W4313581316 @default.
• W4328108209 cites W4321108075 @default.
• W4328108209 cites W2519142432 @default.
• W4328108209 doi "https://doi.org/10.3390/app13063968" @default.
• W4328108209 hasPublicationYear "2023" @default.
• W4328108209 type Work @default.
• W4328108209 citedByCount "0" @default.
• W4328108209 crossrefType "journal-article" @default.
• W4328108209 hasAuthorship W4328108209A5009644457 @default.
• W4328108209 hasAuthorship W4328108209A5023628687 @default.
• W4328108209 hasAuthorship W4328108209A5032198040 @default.
• W4328108209 hasAuthorship W4328108209A5048236684 @default.
• W4328108209 hasAuthorship W4328108209A5079331414 @default.
• W4328108209 hasAuthorship W4328108209A5082668920 @default.
• W4328108209 hasAuthorship W4328108209A5089557532 @default.
• W4328108209 hasBestOaLocation W43281082091 @default.
• W4328108209 hasConcept C119560385 @default.
• W4328108209 hasConcept C127313418 @default.
• W4328108209 hasConcept C127413603 @default.
• W4328108209 hasConcept C135677250 @default.
• W4328108209 hasConcept C147176958 @default.
• W4328108209 hasConcept C153400128 @default.
• W4328108209 hasConcept C159985019 @default.
• W4328108209 hasConcept C166957645 @default.
• W4328108209 hasConcept C187320778 @default.
• W4328108209 hasConcept C192562407 @default.
• W4328108209 hasConcept C205649164 @default.
• W4328108209 hasConcept C23795335 @default.
• W4328108209 hasConcept C2780966255 @default.
• W4328108209 hasConcept C39432304 @default.
• W4328108209 hasConcept C78519656 @default.
• W4328108209 hasConceptScore W4328108209C119560385 @default.
• W4328108209 hasConceptScore W4328108209C127313418 @default.
• W4328108209 hasConceptScore W4328108209C127413603 @default.
• W4328108209 hasConceptScore W4328108209C135677250 @default.
• W4328108209 hasConceptScore W4328108209C147176958 @default.
• W4328108209 hasConceptScore W4328108209C153400128 @default.
• W4328108209 hasConceptScore W4328108209C159985019 @default.
• W4328108209 hasConceptScore W4328108209C166957645 @default.
• W4328108209 hasConceptScore W4328108209C187320778 @default.
• W4328108209 hasConceptScore W4328108209C192562407 @default.
• W4328108209 hasConceptScore W4328108209C205649164 @default.
• W4328108209 hasConceptScore W4328108209C23795335 @default.
• W4328108209 hasConceptScore W4328108209C2780966255 @default.
• W4328108209 hasConceptScore W4328108209C39432304 @default.
• W4328108209 hasConceptScore W4328108209C78519656 @default.
• W4328108209 hasFunder F4320327695 @default.
• W4328108209 hasIssue "6" @default.
• W4328108209 hasLocation W43281082091 @default.
• W4328108209 hasOpenAccess W4328108209 @default.
• W4328108209 hasPrimaryLocation W43281082091 @default.
• W4328108209 hasRelatedWork W1967600776 @default.
• W4328108209 hasRelatedWork W2349929716 @default.
• W4328108209 hasRelatedWork W2350249734 @default.
• W4328108209 hasRelatedWork W2350807799 @default.
• W4328108209 hasRelatedWork W2351128034 @default.
• W4328108209 hasRelatedWork W2351601747 @default.
• W4328108209 hasRelatedWork W2356640454 @default.
• W4328108209 hasRelatedWork W2373451470 @default.
• W4328108209 hasRelatedWork W2378057459 @default.
• W4328108209 hasRelatedWork W3015933501 @default.
• W4328108209 hasVolume "13" @default.

• next