FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4292534303> ?p ?o ?g. }

• W4292534303 abstract "Abstract This study was carried out the stability analysis of rock-socketed pile on inclined slope at Dangote Cement (Ethiopia) around C1-12A, C1-13A and C1-14A Conveyor Belt foundation. The Conveyor foundations were founded on the natural inclined slope which passes through rugged topography and faces frequent slope stability problems. The study identified and analyzed the stability of slope by determining the geological and geotechnical properties of materials which compose the critical slope section. Detailed field work was done to collect a sample for laboratory tests such as moisture content, grain size analysis, Atterberg limit, compaction test and direct shear test. Based on the field manifestations and secondary data from different sources the critical slope section was identified for stability analyses. The slope stability analysis was made by three-dimensional finite element method, Rocscience based RS3 software. The slope stability analyses in terms of safety factor for both dry and saturated condition were analyzed. The analyzed results showed that, for saturated conveyor belt with rock-socketed pile, the factor of safety was 1.648 and stable. Even though, the factor of safety was stable, it was deducted from 3.698 for dry condition to 1.648 for saturated condition. Therefore, the stability of rock-socketed pile on inclined slope was highly depending on the raising of ground water table in the rainy season. Based on the identified slope stability governing factors, the proper drainage system such as surface drainage (i.e. furrows and ditches) which can prevent infiltration of rainfall and flood into the slope and subsurface drainage (i.e. horizontal and inclined drain pipe) which reduce the raising of groundwater was recommended. The stability of pile foundation in terms of bearing capacity, settlement, lateral resistance and pull-out capacity of grouped pile were analyzed using RSPile software and hand calculations. The analyzed results showed that, the pile foundation was safe against bearing capacity and uplift failure. The maximum displacement of grouped pile was less than the maximum permissible displacement and the maximum lateral deflection was less than the permissible lateral deflection allowed for grouped pile." @default.
• W4292534303 created "2022-08-22" @default.
• W4292534303 creator A5070126865 @default.
• W4292534303 creator A5082803003 @default.
• W4292534303 date "2022-08-10" @default.
• W4292534303 modified "2023-10-16" @default.
• W4292534303 title "Stability Analysis of Rock-Socketed Piles on Inclined Slope: Case Study on Conveyor Belt Foundations of Dangote Cement, Ethiopia" @default.
• W4292534303 cites W1482294348 @default.
• W4292534303 cites W2075619632 @default.
• W4292534303 cites W2079476748 @default.
• W4292534303 cites W2147739734 @default.
• W4292534303 cites W2328550719 @default.
• W4292534303 cites W3096607603 @default.
• W4292534303 cites W4214726120 @default.
• W4292534303 doi "https://doi.org/10.21203/rs.3.rs-1944056/v1" @default.
• W4292534303 hasPublicationYear "2022" @default.
• W4292534303 type Work @default.
• W4292534303 citedByCount "0" @default.
• W4292534303 crossrefType "posted-content" @default.
• W4292534303 hasAuthorship W4292534303A5070126865 @default.
• W4292534303 hasAuthorship W4292534303A5082803003 @default.
• W4292534303 hasBestOaLocation W42925343031 @default.
• W4292534303 hasConcept C107924113 @default.
• W4292534303 hasConcept C110069353 @default.
• W4292534303 hasConcept C119560385 @default.
• W4292534303 hasConcept C127313418 @default.
• W4292534303 hasConcept C17116066 @default.
• W4292534303 hasConcept C187320778 @default.
• W4292534303 hasConcept C18903297 @default.
• W4292534303 hasConcept C196715460 @default.
• W4292534303 hasConcept C2778702308 @default.
• W4292534303 hasConcept C67592535 @default.
• W4292534303 hasConcept C86803240 @default.
• W4292534303 hasConceptScore W4292534303C107924113 @default.
• W4292534303 hasConceptScore W4292534303C110069353 @default.
• W4292534303 hasConceptScore W4292534303C119560385 @default.
• W4292534303 hasConceptScore W4292534303C127313418 @default.
• W4292534303 hasConceptScore W4292534303C17116066 @default.
• W4292534303 hasConceptScore W4292534303C187320778 @default.
• W4292534303 hasConceptScore W4292534303C18903297 @default.
• W4292534303 hasConceptScore W4292534303C196715460 @default.
• W4292534303 hasConceptScore W4292534303C2778702308 @default.
• W4292534303 hasConceptScore W4292534303C67592535 @default.
• W4292534303 hasConceptScore W4292534303C86803240 @default.
• W4292534303 hasLocation W42925343031 @default.
• W4292534303 hasOpenAccess W4292534303 @default.
• W4292534303 hasPrimaryLocation W42925343031 @default.
• W4292534303 hasRelatedWork W2034642735 @default.
• W4292534303 hasRelatedWork W2355780033 @default.
• W4292534303 hasRelatedWork W2360733239 @default.
• W4292534303 hasRelatedWork W2370920843 @default.
• W4292534303 hasRelatedWork W2393083975 @default.
• W4292534303 hasRelatedWork W2606730329 @default.
• W4292534303 hasRelatedWork W3157323192 @default.
• W4292534303 hasRelatedWork W3205616742 @default.
• W4292534303 hasRelatedWork W3212526170 @default.
• W4292534303 hasRelatedWork W35808283 @default.
• W4292534303 isParatext "false" @default.
• W4292534303 isRetracted "false" @default.
• W4292534303 workType "article" @default.