Matches in SemOpenAlex for { <https://semopenalex.org/work/W2364657333> ?p ?o ?g. }
Showing items 1 to 53 of
53
with 100 items per page.
- W2364657333 abstract "At present,most of the elastoplastic constitutive models for unsaturated soils are verified by using test results of unsaturated compacted soils.In situ,other types of the soils,such as alluvial soils,are often in the unsaturated states.Hence,it is necessary to study if the existing elastoplastic models for unsaturated soils are suitable for unsaturated alluvial soils.A series of triaxial tests on unsaturated Shanghai layer ③ soil were performed with suction being controlled.By using an elastoplastic model proposed by the first author for predicting the hydraulic and stress-strain behaviour of unsaturated soils,the model predictions were made on the tested conditions.Predicted results are compared with those obtained from drained triaxial compression tests on unsaturated Shanghai layer ③ soil during shear loading.The comparisons indicate that the model can reproduce the hydraulic and mechanical behaviours of undisturbed Shanghai soft clay very well.Therefore,the model is not only applicable to unsaturated compacted soils,but also is suitable for unsaturated alluvial soils." @default.
- W2364657333 created "2016-06-24" @default.
- W2364657333 creator A5075598078 @default.
- W2364657333 date "2012-01-01" @default.
- W2364657333 modified "2023-09-23" @default.
- W2364657333 title "Elastoplastic modelling of coupled hydraulic and mechanical behaviour of unsaturated Shanghai soft clay" @default.
- W2364657333 hasPublicationYear "2012" @default.
- W2364657333 type Work @default.
- W2364657333 sameAs 2364657333 @default.
- W2364657333 citedByCount "0" @default.
- W2364657333 crossrefType "journal-article" @default.
- W2364657333 hasAuthorship W2364657333A5075598078 @default.
- W2364657333 hasConcept C114793014 @default.
- W2364657333 hasConcept C127313418 @default.
- W2364657333 hasConcept C159390177 @default.
- W2364657333 hasConcept C159750122 @default.
- W2364657333 hasConcept C187320778 @default.
- W2364657333 hasConcept C2993365738 @default.
- W2364657333 hasConcept C69823785 @default.
- W2364657333 hasConceptScore W2364657333C114793014 @default.
- W2364657333 hasConceptScore W2364657333C127313418 @default.
- W2364657333 hasConceptScore W2364657333C159390177 @default.
- W2364657333 hasConceptScore W2364657333C159750122 @default.
- W2364657333 hasConceptScore W2364657333C187320778 @default.
- W2364657333 hasConceptScore W2364657333C2993365738 @default.
- W2364657333 hasConceptScore W2364657333C69823785 @default.
- W2364657333 hasLocation W23646573331 @default.
- W2364657333 hasOpenAccess W2364657333 @default.
- W2364657333 hasPrimaryLocation W23646573331 @default.
- W2364657333 hasRelatedWork W1244455938 @default.
- W2364657333 hasRelatedWork W1603429922 @default.
- W2364657333 hasRelatedWork W1669829135 @default.
- W2364657333 hasRelatedWork W177253351 @default.
- W2364657333 hasRelatedWork W2044051597 @default.
- W2364657333 hasRelatedWork W2106269383 @default.
- W2364657333 hasRelatedWork W2355787334 @default.
- W2364657333 hasRelatedWork W2367397364 @default.
- W2364657333 hasRelatedWork W2377385796 @default.
- W2364657333 hasRelatedWork W2393576206 @default.
- W2364657333 hasRelatedWork W2789765110 @default.
- W2364657333 hasRelatedWork W2811047105 @default.
- W2364657333 hasRelatedWork W2955243284 @default.
- W2364657333 hasRelatedWork W2993786935 @default.
- W2364657333 hasRelatedWork W2996855657 @default.
- W2364657333 hasRelatedWork W3016135277 @default.
- W2364657333 hasRelatedWork W3144608866 @default.
- W2364657333 hasRelatedWork W3190206006 @default.
- W2364657333 hasRelatedWork W575089439 @default.
- W2364657333 hasRelatedWork W612111106 @default.
- W2364657333 isParatext "false" @default.
- W2364657333 isRetracted "false" @default.
- W2364657333 magId "2364657333" @default.
- W2364657333 workType "article" @default.