Matches in SemOpenAlex for { <https://semopenalex.org/work/W4297538155> ?p ?o ?g. }
Showing items 1 to 89 of
89
with 100 items per page.
- W4297538155 endingPage "132" @default.
- W4297538155 startingPage "128" @default.
- W4297538155 abstract "
 Due to the rapid increase in population, the demand for high-rise buildings is also increasing daily. Researchers have performed various numerical and experimental studies to find out the best foundation type for structure. A helical foundation is one of the most suitable foundation types to be incorporated in the construction of high-rise buildings. In a helical pile, some fraction of axial load is taken by the helix, which increases the load-carrying capacity of the foundation. This study is carried out to determine the settlement and load carrying capacity of the helical pile and helical pile raft cohesion-less soil. For this study, a small-scale model of a helical pile and helical pile raft foundation is prepared and fitted in the rectangular shear box filled with cohesion-less soil (sand). Testing on single helix piles, double helix piles, two helical pile rafts, and four helical pile rafts has been conducted. Instrumentation of the model is carried out using a settlement transducer and load cell to note down the settlement and load applied, respectively. Results provided that the maximum axial load carrying capacity of a single helix pile is almost 1200N at a settlement of 25mm while that is 1750N, corresponding to a 25mm settlement for a double helix pile. Similarly, the maximum load carrying capacity for two helical pile rafts and four helical pile raft are 2700N and 4400N, respectively, at 25mm. These results were compared, and a double helix pile has a greater load-carrying capacity than a single helix pile. Similarly, a pile raft with four helical piles has a greater load-carrying capacity than a pile raft consisting of two helical piles." @default.
- W4297538155 created "2022-09-29" @default.
- W4297538155 creator A5016787043 @default.
- W4297538155 creator A5018413393 @default.
- W4297538155 creator A5022304952 @default.
- W4297538155 creator A5024468165 @default.
- W4297538155 creator A5029026806 @default.
- W4297538155 creator A5087800406 @default.
- W4297538155 date "2022-09-02" @default.
- W4297538155 modified "2023-09-26" @default.
- W4297538155 title "Experimental Modelling of Helical Piles under Axial Loading" @default.
- W4297538155 doi "https://doi.org/10.51846/vol5iss2pp128-132" @default.
- W4297538155 hasPublicationYear "2022" @default.
- W4297538155 type Work @default.
- W4297538155 citedByCount "0" @default.
- W4297538155 crossrefType "journal-article" @default.
- W4297538155 hasAuthorship W4297538155A5016787043 @default.
- W4297538155 hasAuthorship W4297538155A5018413393 @default.
- W4297538155 hasAuthorship W4297538155A5022304952 @default.
- W4297538155 hasAuthorship W4297538155A5024468165 @default.
- W4297538155 hasAuthorship W4297538155A5029026806 @default.
- W4297538155 hasAuthorship W4297538155A5087800406 @default.
- W4297538155 hasConcept C104054115 @default.
- W4297538155 hasConcept C119560385 @default.
- W4297538155 hasConcept C121332964 @default.
- W4297538155 hasConcept C127313418 @default.
- W4297538155 hasConcept C127413603 @default.
- W4297538155 hasConcept C136764020 @default.
- W4297538155 hasConcept C145097563 @default.
- W4297538155 hasConcept C151730666 @default.
- W4297538155 hasConcept C15920480 @default.
- W4297538155 hasConcept C159985019 @default.
- W4297538155 hasConcept C166957645 @default.
- W4297538155 hasConcept C187320778 @default.
- W4297538155 hasConcept C192562407 @default.
- W4297538155 hasConcept C2777063073 @default.
- W4297538155 hasConcept C2778530040 @default.
- W4297538155 hasConcept C2779965526 @default.
- W4297538155 hasConcept C2780966255 @default.
- W4297538155 hasConcept C41008148 @default.
- W4297538155 hasConcept C521977710 @default.
- W4297538155 hasConcept C62520636 @default.
- W4297538155 hasConcept C66938386 @default.
- W4297538155 hasConcept C9132879 @default.
- W4297538155 hasConcept C95457728 @default.
- W4297538155 hasConceptScore W4297538155C104054115 @default.
- W4297538155 hasConceptScore W4297538155C119560385 @default.
- W4297538155 hasConceptScore W4297538155C121332964 @default.
- W4297538155 hasConceptScore W4297538155C127313418 @default.
- W4297538155 hasConceptScore W4297538155C127413603 @default.
- W4297538155 hasConceptScore W4297538155C136764020 @default.
- W4297538155 hasConceptScore W4297538155C145097563 @default.
- W4297538155 hasConceptScore W4297538155C151730666 @default.
- W4297538155 hasConceptScore W4297538155C15920480 @default.
- W4297538155 hasConceptScore W4297538155C159985019 @default.
- W4297538155 hasConceptScore W4297538155C166957645 @default.
- W4297538155 hasConceptScore W4297538155C187320778 @default.
- W4297538155 hasConceptScore W4297538155C192562407 @default.
- W4297538155 hasConceptScore W4297538155C2777063073 @default.
- W4297538155 hasConceptScore W4297538155C2778530040 @default.
- W4297538155 hasConceptScore W4297538155C2779965526 @default.
- W4297538155 hasConceptScore W4297538155C2780966255 @default.
- W4297538155 hasConceptScore W4297538155C41008148 @default.
- W4297538155 hasConceptScore W4297538155C521977710 @default.
- W4297538155 hasConceptScore W4297538155C62520636 @default.
- W4297538155 hasConceptScore W4297538155C66938386 @default.
- W4297538155 hasConceptScore W4297538155C9132879 @default.
- W4297538155 hasConceptScore W4297538155C95457728 @default.
- W4297538155 hasIssue "2" @default.
- W4297538155 hasLocation W42975381551 @default.
- W4297538155 hasLocation W42975381552 @default.
- W4297538155 hasOpenAccess W4297538155 @default.
- W4297538155 hasPrimaryLocation W42975381551 @default.
- W4297538155 hasRelatedWork W1617670961 @default.
- W4297538155 hasRelatedWork W1972911593 @default.
- W4297538155 hasRelatedWork W2049555922 @default.
- W4297538155 hasRelatedWork W2507729029 @default.
- W4297538155 hasRelatedWork W2977959966 @default.
- W4297538155 hasRelatedWork W3046072458 @default.
- W4297538155 hasRelatedWork W3175868754 @default.
- W4297538155 hasRelatedWork W4254399202 @default.
- W4297538155 hasRelatedWork W1801888418 @default.
- W4297538155 hasRelatedWork W2183015820 @default.
- W4297538155 hasVolume "5" @default.
- W4297538155 isParatext "false" @default.
- W4297538155 isRetracted "false" @default.
- W4297538155 workType "article" @default.