Matches in SemOpenAlex for { <https://semopenalex.org/work/W2219732200> ?p ?o ?g. }
- W2219732200 endingPage "364" @default.
- W2219732200 startingPage "357" @default.
- W2219732200 abstract "Abstract Geological environments of rock mass projects are always very complicated, and further investigations on rock mechanical characteristics are needed. There are considerable distinctions in rock mechanical characteristics under unloading and loading conditions. A series of tests are conducted to study the stress-strain relationship of rock masses under loading and unloading conditions. Also, the anisotropy, the size effect, and the rheological property of unloading rock mass are investigated. The tests presented in the paper include model test and granite rheological test, which are conducted considering geological condition, rock mass structure, in-situ stress field of the permanent shiplock of the Three Gorges Project. The main differences between loading and unloading rock masses are stress paths, yield criteria, deformation and strength parameters, etc.. Different structural plane directions affect unloading rock mass evidently. With increasing size, the tensile strength, the compressive strength, the deformation modulus, the Poisson’s ratio and the anisotropy of rock mass all decrease. For sandstone samples with parallel bedding planes, the cohesion c increases but the internal friction angle φ decreases under unloading condition when compared with the values under loading condition. While for samples with vertical bedding planes, the trend is adverse. The rheological property of rocks has close relationship with the tensile stresses of rock masses. When the sandstone samples are tested under high stress condition, their rheological properties are very obvious with the unloading of confining pressure, and three typical rheological stages are shown. Rheological rate changes with the variations in axial stress and confining pressure." @default.
- W2219732200 created "2016-06-24" @default.
- W2219732200 creator A5001556730 @default.
- W2219732200 creator A5003660373 @default.
- W2219732200 creator A5004937158 @default.
- W2219732200 creator A5009778771 @default.
- W2219732200 creator A5035218043 @default.
- W2219732200 creator A5063463192 @default.
- W2219732200 date "2010-12-15" @default.
- W2219732200 modified "2023-09-28" @default.
- W2219732200 title "Research on unloading nonlinear mechanical characteristics of jointed rock masses" @default.
- W2219732200 doi "https://doi.org/10.3724/sp.j.1235.2010.00357" @default.
- W2219732200 hasPublicationYear "2010" @default.
- W2219732200 type Work @default.
- W2219732200 sameAs 2219732200 @default.
- W2219732200 citedByCount "0" @default.
- W2219732200 crossrefType "journal-article" @default.
- W2219732200 hasAuthorship W2219732200A5001556730 @default.
- W2219732200 hasAuthorship W2219732200A5003660373 @default.
- W2219732200 hasAuthorship W2219732200A5004937158 @default.
- W2219732200 hasAuthorship W2219732200A5009778771 @default.
- W2219732200 hasAuthorship W2219732200A5035218043 @default.
- W2219732200 hasAuthorship W2219732200A5063463192 @default.
- W2219732200 hasConcept C104054115 @default.
- W2219732200 hasConcept C111368507 @default.
- W2219732200 hasConcept C112950240 @default.
- W2219732200 hasConcept C121332964 @default.
- W2219732200 hasConcept C127313418 @default.
- W2219732200 hasConcept C138885662 @default.
- W2219732200 hasConcept C144027150 @default.
- W2219732200 hasConcept C155954305 @default.
- W2219732200 hasConcept C159985019 @default.
- W2219732200 hasConcept C178790620 @default.
- W2219732200 hasConcept C185592680 @default.
- W2219732200 hasConcept C187320778 @default.
- W2219732200 hasConcept C192562407 @default.
- W2219732200 hasConcept C200990466 @default.
- W2219732200 hasConcept C204366326 @default.
- W2219732200 hasConcept C205093917 @default.
- W2219732200 hasConcept C21036866 @default.
- W2219732200 hasConcept C2777232088 @default.
- W2219732200 hasConcept C41242791 @default.
- W2219732200 hasConcept C41895202 @default.
- W2219732200 hasConcept C62520636 @default.
- W2219732200 hasConcept C72490741 @default.
- W2219732200 hasConcept C85725439 @default.
- W2219732200 hasConcept C86803240 @default.
- W2219732200 hasConcept C97842125 @default.
- W2219732200 hasConceptScore W2219732200C104054115 @default.
- W2219732200 hasConceptScore W2219732200C111368507 @default.
- W2219732200 hasConceptScore W2219732200C112950240 @default.
- W2219732200 hasConceptScore W2219732200C121332964 @default.
- W2219732200 hasConceptScore W2219732200C127313418 @default.
- W2219732200 hasConceptScore W2219732200C138885662 @default.
- W2219732200 hasConceptScore W2219732200C144027150 @default.
- W2219732200 hasConceptScore W2219732200C155954305 @default.
- W2219732200 hasConceptScore W2219732200C159985019 @default.
- W2219732200 hasConceptScore W2219732200C178790620 @default.
- W2219732200 hasConceptScore W2219732200C185592680 @default.
- W2219732200 hasConceptScore W2219732200C187320778 @default.
- W2219732200 hasConceptScore W2219732200C192562407 @default.
- W2219732200 hasConceptScore W2219732200C200990466 @default.
- W2219732200 hasConceptScore W2219732200C204366326 @default.
- W2219732200 hasConceptScore W2219732200C205093917 @default.
- W2219732200 hasConceptScore W2219732200C21036866 @default.
- W2219732200 hasConceptScore W2219732200C2777232088 @default.
- W2219732200 hasConceptScore W2219732200C41242791 @default.
- W2219732200 hasConceptScore W2219732200C41895202 @default.
- W2219732200 hasConceptScore W2219732200C62520636 @default.
- W2219732200 hasConceptScore W2219732200C72490741 @default.
- W2219732200 hasConceptScore W2219732200C85725439 @default.
- W2219732200 hasConceptScore W2219732200C86803240 @default.
- W2219732200 hasConceptScore W2219732200C97842125 @default.
- W2219732200 hasIssue "4" @default.
- W2219732200 hasLocation W22197322001 @default.
- W2219732200 hasOpenAccess W2219732200 @default.
- W2219732200 hasPrimaryLocation W22197322001 @default.
- W2219732200 hasRelatedWork W2038549136 @default.
- W2219732200 hasRelatedWork W2040689485 @default.
- W2219732200 hasRelatedWork W2047099422 @default.
- W2219732200 hasRelatedWork W2348281951 @default.
- W2219732200 hasRelatedWork W2355983711 @default.
- W2219732200 hasRelatedWork W2356036282 @default.
- W2219732200 hasRelatedWork W2356928108 @default.
- W2219732200 hasRelatedWork W2360541386 @default.
- W2219732200 hasRelatedWork W2364931718 @default.
- W2219732200 hasRelatedWork W2369759322 @default.
- W2219732200 hasRelatedWork W2371178807 @default.
- W2219732200 hasRelatedWork W2374725871 @default.
- W2219732200 hasRelatedWork W2375222806 @default.
- W2219732200 hasRelatedWork W2377099302 @default.
- W2219732200 hasRelatedWork W2385708573 @default.
- W2219732200 hasRelatedWork W2390167306 @default.
- W2219732200 hasRelatedWork W2606818655 @default.
- W2219732200 hasRelatedWork W2998840018 @default.
- W2219732200 hasRelatedWork W3097361578 @default.
- W2219732200 hasRelatedWork W3167143149 @default.
- W2219732200 hasVolume "2" @default.