Matches in SemOpenAlex for { <https://semopenalex.org/work/W3040002572> ?p ?o ?g. }
Showing items 1 to 93 of
93
with 100 items per page.
- W3040002572 abstract "To investigate the uniaxial compressive strength and deformation properties of frozen silty soil with prefabricated crack under various strain rates, the static uniaxial compressive tests were conducted for frozen silty soil using three kinds of binder materials to select the suitable prefabricated crack manufacturing method. Afterward, the static and dynamic stress-strain curves of frozen silty soil with different prefabricated crack numbers were obtained based on static and splitting Hopkinson pressure bar (SHPB) tests. In addition, the high-speed camera was employed to record the fracturing process of frozen silty soil under impact loads. Results indicated that the frozen silty soil specimens with no binder showed higher static strength compared with other two binder materials (plaster and Vaseline). The strength growth rate of frozen silty soil showed three-stage (fast-slow-rapid) change characteristics. The peak strain of frozen silty soil under static loads scope was higher compared with that under dynamic loads, while its dynamic peak strain with various prefabricated crack numbers was remarkably rate-dependent. The absorbed energy density of frozen silty soil was subject to a negative (positive) relationship with the prefabricated crack numbers (strain rate). The dominated crack of intact frozen silty soil specimen finally presented Y-shaped shear failure. However, tensile cracks parallel to stress wave propagation direction were observed for the frozen silty soil specimen with prefabricated crack." @default.
- W3040002572 created "2020-07-10" @default.
- W3040002572 creator A5021431257 @default.
- W3040002572 creator A5040985137 @default.
- W3040002572 creator A5055992007 @default.
- W3040002572 date "2020-06-30" @default.
- W3040002572 modified "2023-10-16" @default.
- W3040002572 title "Investigation on the Effects of Prefabricated Crack and Strain Rate on Uniaxial Compressive Properties of Frozen Silty Soil" @default.
- W3040002572 cites W1469321702 @default.
- W3040002572 cites W1966690764 @default.
- W3040002572 cites W2008279177 @default.
- W3040002572 cites W2020342478 @default.
- W3040002572 cites W2061868350 @default.
- W3040002572 cites W2083744008 @default.
- W3040002572 cites W2288458620 @default.
- W3040002572 cites W2581877282 @default.
- W3040002572 cites W2753024896 @default.
- W3040002572 cites W2769706853 @default.
- W3040002572 cites W2790069559 @default.
- W3040002572 cites W2804402200 @default.
- W3040002572 cites W2904113818 @default.
- W3040002572 cites W2906742982 @default.
- W3040002572 cites W2907885592 @default.
- W3040002572 cites W2908231525 @default.
- W3040002572 cites W2912967051 @default.
- W3040002572 cites W2928209300 @default.
- W3040002572 cites W2939209847 @default.
- W3040002572 cites W2940094392 @default.
- W3040002572 cites W2944143117 @default.
- W3040002572 cites W2953922399 @default.
- W3040002572 cites W2968913638 @default.
- W3040002572 cites W2980797158 @default.
- W3040002572 cites W2981843717 @default.
- W3040002572 cites W2982321551 @default.
- W3040002572 cites W2991218084 @default.
- W3040002572 cites W2993933681 @default.
- W3040002572 cites W2995210058 @default.
- W3040002572 cites W2995431020 @default.
- W3040002572 cites W2996390054 @default.
- W3040002572 cites W3001751102 @default.
- W3040002572 cites W3001879140 @default.
- W3040002572 cites W3008602099 @default.
- W3040002572 cites W3013890750 @default.
- W3040002572 cites W3016903593 @default.
- W3040002572 cites W3019678296 @default.
- W3040002572 doi "https://doi.org/10.1155/2020/8813455" @default.
- W3040002572 hasPublicationYear "2020" @default.
- W3040002572 type Work @default.
- W3040002572 sameAs 3040002572 @default.
- W3040002572 citedByCount "3" @default.
- W3040002572 countsByYear W30400025722021 @default.
- W3040002572 countsByYear W30400025722023 @default.
- W3040002572 crossrefType "journal-article" @default.
- W3040002572 hasAuthorship W3040002572A5021431257 @default.
- W3040002572 hasAuthorship W3040002572A5040985137 @default.
- W3040002572 hasAuthorship W3040002572A5055992007 @default.
- W3040002572 hasBestOaLocation W30400025721 @default.
- W3040002572 hasConcept C112950240 @default.
- W3040002572 hasConcept C127313418 @default.
- W3040002572 hasConcept C149342994 @default.
- W3040002572 hasConcept C159985019 @default.
- W3040002572 hasConcept C187320778 @default.
- W3040002572 hasConcept C192562407 @default.
- W3040002572 hasConcept C204366326 @default.
- W3040002572 hasConcept C30407753 @default.
- W3040002572 hasConcept C77301326 @default.
- W3040002572 hasConceptScore W3040002572C112950240 @default.
- W3040002572 hasConceptScore W3040002572C127313418 @default.
- W3040002572 hasConceptScore W3040002572C149342994 @default.
- W3040002572 hasConceptScore W3040002572C159985019 @default.
- W3040002572 hasConceptScore W3040002572C187320778 @default.
- W3040002572 hasConceptScore W3040002572C192562407 @default.
- W3040002572 hasConceptScore W3040002572C204366326 @default.
- W3040002572 hasConceptScore W3040002572C30407753 @default.
- W3040002572 hasConceptScore W3040002572C77301326 @default.
- W3040002572 hasFunder F4320334897 @default.
- W3040002572 hasLocation W30400025721 @default.
- W3040002572 hasOpenAccess W3040002572 @default.
- W3040002572 hasPrimaryLocation W30400025721 @default.
- W3040002572 hasRelatedWork W1449487 @default.
- W3040002572 hasRelatedWork W15020837 @default.
- W3040002572 hasRelatedWork W15433840 @default.
- W3040002572 hasRelatedWork W28396693 @default.
- W3040002572 hasRelatedWork W29174113 @default.
- W3040002572 hasRelatedWork W44339406 @default.
- W3040002572 hasRelatedWork W47454224 @default.
- W3040002572 hasRelatedWork W47783071 @default.
- W3040002572 hasRelatedWork W572097 @default.
- W3040002572 hasRelatedWork W21061285 @default.
- W3040002572 isParatext "false" @default.
- W3040002572 isRetracted "false" @default.
- W3040002572 magId "3040002572" @default.
- W3040002572 workType "article" @default.