FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4313897840> ?p ?o ?g. }

• W4313897840 endingPage "176" @default.
• W4313897840 startingPage "176" @default.
• W4313897840 abstract "The confined compression test is the most widely used test to study the compressive deformation of soil in a laboratory, and the height–diameter (H/D) ratio has a significant effect on the confined compression test results. However, there has been limited research on the effect of the H/D ratio on loess compression deformation. In this work, a series of confined compression tests were carried out on the remolded loess samples using a modified oedometer to explore the effect of the H/D ratio on the compression deformation. Scanning electron microscopy (SEM) tests were used to investigate the variation of the microstructure in soils with different H/D ratios along the sample height. The results showed that the axial strain of the remolded loess decreases with the increase in the H/D ratio. The influence of the H/D ratio on the compression deformation is not obvious at lower pressures and compaction degrees, but it is significantly enhanced when the H/D ratio is beyond 0.65. The compression curves of the remolded loess samples with different H/D ratios fit the Gompertz equation well, and the transition point of the compression curves becomes difficult to identify with the increase in the H/D ratio. The compression index (Cc) decreases exponentially as a function of the H/D ratio, while the compressive yield stress (Pc) increases linearly with the increase in the H/D ratio. SEM analysis showed that, with the increase in the H/D ratio, the compression deformation of the sample changed from the whole sample involved in compression to the part of the soil in contact with the pressure. The compression of loess is mainly dominated by the compression of macropores and mesopores. The development of the soil–ring wall friction on the compression deformation induced by the H/D ratio was analyzed based on the change in microstructure, and a three-stage development of the soil–ring wall friction was established. These results and analysis established the connection between the specification and the literature, providing strong support for the rationality of the confined compression test results." @default.
• W4313897840 created "2023-01-10" @default.
• W4313897840 creator A5000142347 @default.
• W4313897840 creator A5031667877 @default.
• W4313897840 creator A5034855502 @default.
• W4313897840 creator A5055425088 @default.
• W4313897840 creator A5059042906 @default.
• W4313897840 creator A5062681475 @default.
• W4313897840 creator A5064509449 @default.
• W4313897840 creator A5066820530 @default.
• W4313897840 date "2023-01-09" @default.
• W4313897840 modified "2023-10-14" @default.
• W4313897840 title "Effect of Height-to-Diameter Ratio on the Compression Test Results of Remodeled Loess and Its Mechanism" @default.
• W4313897840 cites W1973295658 @default.
• W4313897840 cites W1974815578 @default.
• W4313897840 cites W1993976073 @default.
• W4313897840 cites W2008836390 @default.
• W4313897840 cites W2021502152 @default.
• W4313897840 cites W2079259198 @default.
• W4313897840 cites W2741813405 @default.
• W4313897840 cites W2748551820 @default.
• W4313897840 cites W2765806000 @default.
• W4313897840 cites W2792705739 @default.
• W4313897840 cites W2891735544 @default.
• W4313897840 cites W2905939351 @default.
• W4313897840 cites W2906893352 @default.
• W4313897840 cites W2913145216 @default.
• W4313897840 cites W2985702785 @default.
• W4313897840 cites W3004628816 @default.
• W4313897840 cites W3011654761 @default.
• W4313897840 cites W3015121665 @default.
• W4313897840 cites W3017333754 @default.
• W4313897840 cites W3103670649 @default.
• W4313897840 cites W3166774152 @default.
• W4313897840 cites W3194644412 @default.
• W4313897840 cites W3215779269 @default.
• W4313897840 cites W4224114752 @default.
• W4313897840 cites W4225319190 @default.
• W4313897840 cites W4283762862 @default.
• W4313897840 doi "https://doi.org/10.3390/buildings13010176" @default.
• W4313897840 hasPublicationYear "2023" @default.
• W4313897840 type Work @default.
• W4313897840 citedByCount "0" @default.
• W4313897840 crossrefType "journal-article" @default.
• W4313897840 hasAuthorship W4313897840A5000142347 @default.
• W4313897840 hasAuthorship W4313897840A5031667877 @default.
• W4313897840 hasAuthorship W4313897840A5034855502 @default.
• W4313897840 hasAuthorship W4313897840A5055425088 @default.
• W4313897840 hasAuthorship W4313897840A5059042906 @default.
• W4313897840 hasAuthorship W4313897840A5062681475 @default.
• W4313897840 hasAuthorship W4313897840A5064509449 @default.
• W4313897840 hasAuthorship W4313897840A5066820530 @default.
• W4313897840 hasBestOaLocation W43138978401 @default.
• W4313897840 hasConcept C114793014 @default.
• W4313897840 hasConcept C121332964 @default.
• W4313897840 hasConcept C127313418 @default.
• W4313897840 hasConcept C150700348 @default.
• W4313897840 hasConcept C159390177 @default.
• W4313897840 hasConcept C159750122 @default.
• W4313897840 hasConcept C159985019 @default.
• W4313897840 hasConcept C180016635 @default.
• W4313897840 hasConcept C185515318 @default.
• W4313897840 hasConcept C187320778 @default.
• W4313897840 hasConcept C192562407 @default.
• W4313897840 hasConcept C204366326 @default.
• W4313897840 hasConcept C25797200 @default.
• W4313897840 hasConcept C26771246 @default.
• W4313897840 hasConcept C30407753 @default.
• W4313897840 hasConcept C511840579 @default.
• W4313897840 hasConcept C97355855 @default.
• W4313897840 hasConceptScore W4313897840C114793014 @default.
• W4313897840 hasConceptScore W4313897840C121332964 @default.
• W4313897840 hasConceptScore W4313897840C127313418 @default.
• W4313897840 hasConceptScore W4313897840C150700348 @default.
• W4313897840 hasConceptScore W4313897840C159390177 @default.
• W4313897840 hasConceptScore W4313897840C159750122 @default.
• W4313897840 hasConceptScore W4313897840C159985019 @default.
• W4313897840 hasConceptScore W4313897840C180016635 @default.
• W4313897840 hasConceptScore W4313897840C185515318 @default.
• W4313897840 hasConceptScore W4313897840C187320778 @default.
• W4313897840 hasConceptScore W4313897840C192562407 @default.
• W4313897840 hasConceptScore W4313897840C204366326 @default.
• W4313897840 hasConceptScore W4313897840C25797200 @default.
• W4313897840 hasConceptScore W4313897840C26771246 @default.
• W4313897840 hasConceptScore W4313897840C30407753 @default.
• W4313897840 hasConceptScore W4313897840C511840579 @default.
• W4313897840 hasConceptScore W4313897840C97355855 @default.
• W4313897840 hasFunder F4320321001 @default.
• W4313897840 hasIssue "1" @default.
• W4313897840 hasLocation W43138978401 @default.
• W4313897840 hasOpenAccess W4313897840 @default.
• W4313897840 hasPrimaryLocation W43138978401 @default.
• W4313897840 hasRelatedWork W104050270 @default.
• W4313897840 hasRelatedWork W1512319868 @default.
• W4313897840 hasRelatedWork W1536770270 @default.
• W4313897840 hasRelatedWork W2373756254 @default.
• W4313897840 hasRelatedWork W2384302155 @default.
• W4313897840 hasRelatedWork W2385118156 @default.

• next