Matches in SemOpenAlex for { <https://semopenalex.org/work/W4384927169> ?p ?o ?g. }
Showing items 1 to 98 of
98
with 100 items per page.
- W4384927169 abstract "Abstract When specimens of different sands are produced using the same preparation method and sheared under the same conditions (consolidation stress, loading, etc.), while simultaneously keeping the drainage closed, the resulting tendencies of these sands regarding the PWP build-up will be different. This research paper presents a simplified cyclic shear test, which is used to evaluate the accumulation of PWP in sands under defined specimen preparation procedure and testing conditions. In the proposed experiment, a comparison of different sands with this respect is easily achieved. The principle of this experimental method is based on the evolution of the PWP during cyclic shearing of a water-saturated sand sample. Undrained conditions during the experiment allow for the evolution of the PWP, which is quantified by the rate of the PWP build-up. The duration of a single cyclic shear test, including specimen preparation, is approximately 30 min. The evaluation of the rate of the PWP build-up for different densities resulted in an exponential dependence of the PWP build-up on the variation of the relative density. The results confirmed a higher generation of PWP in a fine sand compared to a coarse sand. A comparison with the results of undrained cyclic triaxial tests in the case of eight different sands demonstrated a good agreement between both experimental methods. The basis for the comparison was the density-dependent evolution of PWP in these methods. The presented method delivers a value (index) that quantifies the PWP build-up in sands under the defined testing conditions." @default.
- W4384927169 created "2023-07-22" @default.
- W4384927169 creator A5018300469 @default.
- W4384927169 creator A5028240539 @default.
- W4384927169 date "2023-07-20" @default.
- W4384927169 modified "2023-10-14" @default.
- W4384927169 title "Density-Dependent Pore Water Pressure Evolution in a Simplified Cyclic Shear Test" @default.
- W4384927169 cites W1102176666 @default.
- W4384927169 cites W1490718145 @default.
- W4384927169 cites W1508594821 @default.
- W4384927169 cites W1756313593 @default.
- W4384927169 cites W1793486752 @default.
- W4384927169 cites W1919657856 @default.
- W4384927169 cites W1969026972 @default.
- W4384927169 cites W1973188110 @default.
- W4384927169 cites W1975020876 @default.
- W4384927169 cites W1989584398 @default.
- W4384927169 cites W2047066796 @default.
- W4384927169 cites W2047082544 @default.
- W4384927169 cites W2048257619 @default.
- W4384927169 cites W2055836363 @default.
- W4384927169 cites W2074058324 @default.
- W4384927169 cites W2076829211 @default.
- W4384927169 cites W2117650637 @default.
- W4384927169 cites W2126347760 @default.
- W4384927169 cites W2313239555 @default.
- W4384927169 cites W2318850132 @default.
- W4384927169 cites W2333721505 @default.
- W4384927169 cites W2901529288 @default.
- W4384927169 cites W2903090002 @default.
- W4384927169 cites W2903510977 @default.
- W4384927169 cites W2911253741 @default.
- W4384927169 cites W2948031428 @default.
- W4384927169 cites W2954540834 @default.
- W4384927169 cites W2955677275 @default.
- W4384927169 cites W3092098902 @default.
- W4384927169 cites W3168444327 @default.
- W4384927169 cites W4235293331 @default.
- W4384927169 cites W4249353944 @default.
- W4384927169 doi "https://doi.org/10.1007/s40891-023-00469-4" @default.
- W4384927169 hasPublicationYear "2023" @default.
- W4384927169 type Work @default.
- W4384927169 citedByCount "1" @default.
- W4384927169 countsByYear W43849271692023 @default.
- W4384927169 crossrefType "journal-article" @default.
- W4384927169 hasAuthorship W4384927169A5018300469 @default.
- W4384927169 hasAuthorship W4384927169A5028240539 @default.
- W4384927169 hasBestOaLocation W43849271691 @default.
- W4384927169 hasConcept C102579867 @default.
- W4384927169 hasConcept C121955636 @default.
- W4384927169 hasConcept C127313418 @default.
- W4384927169 hasConcept C144133560 @default.
- W4384927169 hasConcept C152279782 @default.
- W4384927169 hasConcept C159985019 @default.
- W4384927169 hasConcept C187320778 @default.
- W4384927169 hasConcept C192562407 @default.
- W4384927169 hasConcept C198707218 @default.
- W4384927169 hasConcept C205093917 @default.
- W4384927169 hasConcept C2776014549 @default.
- W4384927169 hasConcept C2777581544 @default.
- W4384927169 hasConcept C41151612 @default.
- W4384927169 hasConcept C82455628 @default.
- W4384927169 hasConcept C96035792 @default.
- W4384927169 hasConceptScore W4384927169C102579867 @default.
- W4384927169 hasConceptScore W4384927169C121955636 @default.
- W4384927169 hasConceptScore W4384927169C127313418 @default.
- W4384927169 hasConceptScore W4384927169C144133560 @default.
- W4384927169 hasConceptScore W4384927169C152279782 @default.
- W4384927169 hasConceptScore W4384927169C159985019 @default.
- W4384927169 hasConceptScore W4384927169C187320778 @default.
- W4384927169 hasConceptScore W4384927169C192562407 @default.
- W4384927169 hasConceptScore W4384927169C198707218 @default.
- W4384927169 hasConceptScore W4384927169C205093917 @default.
- W4384927169 hasConceptScore W4384927169C2776014549 @default.
- W4384927169 hasConceptScore W4384927169C2777581544 @default.
- W4384927169 hasConceptScore W4384927169C41151612 @default.
- W4384927169 hasConceptScore W4384927169C82455628 @default.
- W4384927169 hasConceptScore W4384927169C96035792 @default.
- W4384927169 hasFunder F4320320879 @default.
- W4384927169 hasFunder F4320321613 @default.
- W4384927169 hasIssue "4" @default.
- W4384927169 hasLocation W43849271691 @default.
- W4384927169 hasOpenAccess W4384927169 @default.
- W4384927169 hasPrimaryLocation W43849271691 @default.
- W4384927169 hasRelatedWork W1004341428 @default.
- W4384927169 hasRelatedWork W2032009370 @default.
- W4384927169 hasRelatedWork W2331939415 @default.
- W4384927169 hasRelatedWork W2352408441 @default.
- W4384927169 hasRelatedWork W2354033932 @default.
- W4384927169 hasRelatedWork W2358393545 @default.
- W4384927169 hasRelatedWork W2360356820 @default.
- W4384927169 hasRelatedWork W27038090 @default.
- W4384927169 hasRelatedWork W3080157334 @default.
- W4384927169 hasRelatedWork W4315478610 @default.
- W4384927169 hasVolume "9" @default.
- W4384927169 isParatext "false" @default.
- W4384927169 isRetracted "false" @default.
- W4384927169 workType "article" @default.