Matches in SemOpenAlex for { <https://semopenalex.org/work/W2899873790> ?p ?o ?g. }
Showing items 1 to 84 of
84
with 100 items per page.
- W2899873790 abstract "With the growth of population in the cities and the lack of land nearby, buildings are now reaching heights and depths (basements) demanding larger and deeper foundations. These excavations cause the unloading of the ground in some directions which can lead to creep or sudden failures of the vertical faces. In this research, these conditions are observed for rock masses. Open-cut excavations have also been the main concerns of projects such as airports in mountainous regions, the Panama Canal, mines, dams, motorways and railways. With time, rock masses accumulate energy through self-compaction and the increasing loads at the surface with the deposition of sediments or man-made structures resting on the earth’s surface. Undertaking vertical excavations in these rock masses can lead to the release of the energy which is known as strain energy. Then, displacements through dilation will occur in which foliated rocks would display a higher dilation compared to crystalline rocks. In this research, a realistic stratified rock mass configuration is modelled using different rock materials each having a different Disturbance Factor (D), Ultimate Compressive Strength (UCS), Geological Strength Index (GSI), Poisson’s ratio and intact rock parameter. The Finite Element package PLAXIS 2D is used to assess the response of the rock mass to the excavation, looking at stresses and displacements (overall and localised) to predict failure and mitigate it to avoid harming workers and plant. Different rock masses arrangements are compared to target the impact of the location of weaker layers and investigate their influence on the overall stability." @default.
- W2899873790 created "2018-11-16" @default.
- W2899873790 creator A5018958424 @default.
- W2899873790 creator A5060821433 @default.
- W2899873790 date "2018-06-15" @default.
- W2899873790 modified "2023-09-26" @default.
- W2899873790 title "Numerical investigation of unloading effects due to excavation of geometrically non-homogeneous stratified rock masses using finite element analysis" @default.
- W2899873790 cites W1492011925 @default.
- W2899873790 cites W2008780252 @default.
- W2899873790 cites W2047635009 @default.
- W2899873790 cites W2098850750 @default.
- W2899873790 cites W2163692101 @default.
- W2899873790 cites W2479179254 @default.
- W2899873790 cites W2639647670 @default.
- W2899873790 cites W2644854279 @default.
- W2899873790 cites W594932809 @default.
- W2899873790 cites W599293427 @default.
- W2899873790 cites W613692873 @default.
- W2899873790 hasPublicationYear "2018" @default.
- W2899873790 type Work @default.
- W2899873790 sameAs 2899873790 @default.
- W2899873790 citedByCount "0" @default.
- W2899873790 crossrefType "journal-article" @default.
- W2899873790 hasAuthorship W2899873790A5018958424 @default.
- W2899873790 hasAuthorship W2899873790A5060821433 @default.
- W2899873790 hasConcept C127313418 @default.
- W2899873790 hasConcept C127413603 @default.
- W2899873790 hasConcept C135628077 @default.
- W2899873790 hasConcept C149912024 @default.
- W2899873790 hasConcept C159985019 @default.
- W2899873790 hasConcept C16674752 @default.
- W2899873790 hasConcept C17744445 @default.
- W2899873790 hasConcept C187320778 @default.
- W2899873790 hasConcept C192562407 @default.
- W2899873790 hasConcept C199539241 @default.
- W2899873790 hasConcept C2780966255 @default.
- W2899873790 hasConcept C31858485 @default.
- W2899873790 hasConcept C41242791 @default.
- W2899873790 hasConcept C66938386 @default.
- W2899873790 hasConcept C76177295 @default.
- W2899873790 hasConcept C95918197 @default.
- W2899873790 hasConceptScore W2899873790C127313418 @default.
- W2899873790 hasConceptScore W2899873790C127413603 @default.
- W2899873790 hasConceptScore W2899873790C135628077 @default.
- W2899873790 hasConceptScore W2899873790C149912024 @default.
- W2899873790 hasConceptScore W2899873790C159985019 @default.
- W2899873790 hasConceptScore W2899873790C16674752 @default.
- W2899873790 hasConceptScore W2899873790C17744445 @default.
- W2899873790 hasConceptScore W2899873790C187320778 @default.
- W2899873790 hasConceptScore W2899873790C192562407 @default.
- W2899873790 hasConceptScore W2899873790C199539241 @default.
- W2899873790 hasConceptScore W2899873790C2780966255 @default.
- W2899873790 hasConceptScore W2899873790C31858485 @default.
- W2899873790 hasConceptScore W2899873790C41242791 @default.
- W2899873790 hasConceptScore W2899873790C66938386 @default.
- W2899873790 hasConceptScore W2899873790C76177295 @default.
- W2899873790 hasConceptScore W2899873790C95918197 @default.
- W2899873790 hasLocation W28998737901 @default.
- W2899873790 hasOpenAccess W2899873790 @default.
- W2899873790 hasPrimaryLocation W28998737901 @default.
- W2899873790 hasRelatedWork W201896686 @default.
- W2899873790 hasRelatedWork W2182708416 @default.
- W2899873790 hasRelatedWork W2349366730 @default.
- W2899873790 hasRelatedWork W2351481923 @default.
- W2899873790 hasRelatedWork W2363614532 @default.
- W2899873790 hasRelatedWork W2378137087 @default.
- W2899873790 hasRelatedWork W2386960617 @default.
- W2899873790 hasRelatedWork W2489444350 @default.
- W2899873790 hasRelatedWork W2616321500 @default.
- W2899873790 hasRelatedWork W2622048773 @default.
- W2899873790 hasRelatedWork W2756212421 @default.
- W2899873790 hasRelatedWork W2773723852 @default.
- W2899873790 hasRelatedWork W2794772756 @default.
- W2899873790 hasRelatedWork W2795269601 @default.
- W2899873790 hasRelatedWork W2903239291 @default.
- W2899873790 hasRelatedWork W2982507294 @default.
- W2899873790 hasRelatedWork W3128546982 @default.
- W2899873790 hasRelatedWork W3138478087 @default.
- W2899873790 hasRelatedWork W613775942 @default.
- W2899873790 hasRelatedWork W842828496 @default.
- W2899873790 isParatext "false" @default.
- W2899873790 isRetracted "false" @default.
- W2899873790 magId "2899873790" @default.
- W2899873790 workType "article" @default.