Matches in SemOpenAlex for { <https://semopenalex.org/work/W2904609934> ?p ?o ?g. }
Showing items 1 to 68 of
68
with 100 items per page.
- W2904609934 endingPage "477" @default.
- W2904609934 startingPage "471" @default.
- W2904609934 abstract "Modern geotechnical pile manufacturing technologies allow to solve many engineering problems in construction with significant economic effect and reduction of work schedule. However a theoretical justification for these technologies is significantly lagging behind from their practical application. A constrained dilatancy factor is considered as the main reserve of pile bearing capacity in loose soils. Understanding of such approach opens a way to improvement of geotechnical pile manufacturing technologies that provide an active impact on base soil and its ultimate stress state which is determined by the ratio of soil resistance to shearing and normal stresses, or main stresses on a shear site at the moment of failure. Determination of total normal stresses in the shearing plane according to density of loose soil, its granulometric composition and constrained dilatancy conditions makes it possible to determine an ultimate resistance of the soil to shear, and, consequently, its strength. The proposed elastic-plastic model of dilatant soil in shear state being realized according to the adopted technology which was developed while using a special dilatometric shearing device has made it possible to obtain additional data on dilatant normal stresses and strength parameters of the soil depending on its density, granulometric composition and constrained dilatancy conditions. The use of artificial neural networks in the mathematical processing of experimental data has permitted to develop an analytical method for determining an ultimate resistance of loose soil to shearing process under constrained dilatancy conditions and carry out calibration of the calculated parameters of the adopted soil model. It has been proved that soil strength is a function of fracture conditions, which are determined by friction and dilatancy. In this case a conventional Coulomb-Mora strength theory for loose soils is valid both for free dilatation conditions and constrained shear but with due account of additional normal dilatant stresses." @default.
- W2904609934 created "2018-12-22" @default.
- W2904609934 creator A5026416600 @default.
- W2904609934 creator A5053934510 @default.
- W2904609934 creator A5060087618 @default.
- W2904609934 date "2018-12-13" @default.
- W2904609934 modified "2023-10-18" @default.
- W2904609934 title "Determination of Limiting Resistance for Dilatant Soil to Shearing While Using Artificial Neural Networks" @default.
- W2904609934 cites W2786932896 @default.
- W2904609934 doi "https://doi.org/10.21122/2227-1031-2018-17-6-471-477" @default.
- W2904609934 hasPublicationYear "2018" @default.
- W2904609934 type Work @default.
- W2904609934 sameAs 2904609934 @default.
- W2904609934 citedByCount "2" @default.
- W2904609934 countsByYear W29046099342021 @default.
- W2904609934 crossrefType "journal-article" @default.
- W2904609934 hasAuthorship W2904609934A5026416600 @default.
- W2904609934 hasAuthorship W2904609934A5053934510 @default.
- W2904609934 hasAuthorship W2904609934A5060087618 @default.
- W2904609934 hasBestOaLocation W29046099341 @default.
- W2904609934 hasConcept C119560385 @default.
- W2904609934 hasConcept C127313418 @default.
- W2904609934 hasConcept C127413603 @default.
- W2904609934 hasConcept C127893833 @default.
- W2904609934 hasConcept C152279782 @default.
- W2904609934 hasConcept C159390177 @default.
- W2904609934 hasConcept C159750122 @default.
- W2904609934 hasConcept C159985019 @default.
- W2904609934 hasConcept C187320778 @default.
- W2904609934 hasConcept C192562407 @default.
- W2904609934 hasConcept C21141959 @default.
- W2904609934 hasConcept C74108042 @default.
- W2904609934 hasConcept C96035792 @default.
- W2904609934 hasConceptScore W2904609934C119560385 @default.
- W2904609934 hasConceptScore W2904609934C127313418 @default.
- W2904609934 hasConceptScore W2904609934C127413603 @default.
- W2904609934 hasConceptScore W2904609934C127893833 @default.
- W2904609934 hasConceptScore W2904609934C152279782 @default.
- W2904609934 hasConceptScore W2904609934C159390177 @default.
- W2904609934 hasConceptScore W2904609934C159750122 @default.
- W2904609934 hasConceptScore W2904609934C159985019 @default.
- W2904609934 hasConceptScore W2904609934C187320778 @default.
- W2904609934 hasConceptScore W2904609934C192562407 @default.
- W2904609934 hasConceptScore W2904609934C21141959 @default.
- W2904609934 hasConceptScore W2904609934C74108042 @default.
- W2904609934 hasConceptScore W2904609934C96035792 @default.
- W2904609934 hasIssue "6" @default.
- W2904609934 hasLocation W29046099341 @default.
- W2904609934 hasLocation W29046099342 @default.
- W2904609934 hasOpenAccess W2904609934 @default.
- W2904609934 hasPrimaryLocation W29046099341 @default.
- W2904609934 hasRelatedWork W1970289005 @default.
- W2904609934 hasRelatedWork W2044982936 @default.
- W2904609934 hasRelatedWork W2084881732 @default.
- W2904609934 hasRelatedWork W2315180675 @default.
- W2904609934 hasRelatedWork W2367830873 @default.
- W2904609934 hasRelatedWork W2380573147 @default.
- W2904609934 hasRelatedWork W2380809781 @default.
- W2904609934 hasRelatedWork W2392360284 @default.
- W2904609934 hasRelatedWork W3090867740 @default.
- W2904609934 hasRelatedWork W4291149936 @default.
- W2904609934 hasVolume "17" @default.
- W2904609934 isParatext "false" @default.
- W2904609934 isRetracted "false" @default.
- W2904609934 magId "2904609934" @default.
- W2904609934 workType "article" @default.