Matches in SemOpenAlex for { <https://semopenalex.org/work/W69771985> ?p ?o ?g. }
Showing items 1 to 67 of
67
with 100 items per page.
- W69771985 endingPage "99" @default.
- W69771985 startingPage "89" @default.
- W69771985 abstract "The PCRW (Precast Concrete Retaining Wall) has many advantages compared with cast in place concrete retaining wall : shorter construction period, excellency of quality and minimum interference with the adjacent structure and traffics. However, shallow foundation type of PCRW, which has comparatively better ground condition, has some disadvantages such as difficulty in transportation and higher cost due to the size of PCRW being expanded by resisting only with self-weight if there is no other supplementary reinforcement. The presented study, in order to complement such disadvantages of PCRW, have applied the micropile method. The micropile method has advantages like low-cost and high-efficiency and does not require huge space, because it can be executed with small size equipment. However, the mechanical behavior characteristics of the PCRW reinforced by micropile, which is installed to improve the reinforcement effect, is not yet clearly identified and there is no suggested standard as to the length, diameter, install angle and install position of micropiles. Hence, this method is yet being designed depend on engineer's experience. In this study, various laboratory model tests as to sliding and overturning were performed in order to identify and present the optimum type of reinforcement and reinforcement effect of the PCRW reinforced by micropiles. In addition, it also executed numerical analysis for the purpose of verifying the optimum type of reinforcement for micropiles based on the results of laboratory model tests. The optimum reinforcement type of micropiles was estimated by model test and numerical analysis. The length of micropiles is 0.4 times wall height and the diameter is 0.04 times wall length." @default.
- W69771985 created "2016-06-24" @default.
- W69771985 creator A5022870510 @default.
- W69771985 creator A5041497191 @default.
- W69771985 creator A5085048660 @default.
- W69771985 date "2006-01-01" @default.
- W69771985 modified "2023-09-28" @default.
- W69771985 title "A Study on Optimal Reinforcing Type of Precast Retaining Wall Reinforced by Micropiles" @default.
- W69771985 hasPublicationYear "2006" @default.
- W69771985 type Work @default.
- W69771985 sameAs 69771985 @default.
- W69771985 citedByCount "0" @default.
- W69771985 crossrefType "journal-article" @default.
- W69771985 hasAuthorship W69771985A5022870510 @default.
- W69771985 hasAuthorship W69771985A5041497191 @default.
- W69771985 hasAuthorship W69771985A5085048660 @default.
- W69771985 hasConcept C125450124 @default.
- W69771985 hasConcept C127413603 @default.
- W69771985 hasConcept C166957645 @default.
- W69771985 hasConcept C187320778 @default.
- W69771985 hasConcept C2780966255 @default.
- W69771985 hasConcept C2988805333 @default.
- W69771985 hasConcept C41008148 @default.
- W69771985 hasConcept C66938386 @default.
- W69771985 hasConcept C67203356 @default.
- W69771985 hasConcept C95457728 @default.
- W69771985 hasConceptScore W69771985C125450124 @default.
- W69771985 hasConceptScore W69771985C127413603 @default.
- W69771985 hasConceptScore W69771985C166957645 @default.
- W69771985 hasConceptScore W69771985C187320778 @default.
- W69771985 hasConceptScore W69771985C2780966255 @default.
- W69771985 hasConceptScore W69771985C2988805333 @default.
- W69771985 hasConceptScore W69771985C41008148 @default.
- W69771985 hasConceptScore W69771985C66938386 @default.
- W69771985 hasConceptScore W69771985C67203356 @default.
- W69771985 hasConceptScore W69771985C95457728 @default.
- W69771985 hasIssue "11" @default.
- W69771985 hasLocation W697719851 @default.
- W69771985 hasOpenAccess W69771985 @default.
- W69771985 hasPrimaryLocation W697719851 @default.
- W69771985 hasRelatedWork W1545048765 @default.
- W69771985 hasRelatedWork W1779193680 @default.
- W69771985 hasRelatedWork W1979578281 @default.
- W69771985 hasRelatedWork W2004848130 @default.
- W69771985 hasRelatedWork W2006734751 @default.
- W69771985 hasRelatedWork W2168138377 @default.
- W69771985 hasRelatedWork W2169938029 @default.
- W69771985 hasRelatedWork W2262595925 @default.
- W69771985 hasRelatedWork W2323079818 @default.
- W69771985 hasRelatedWork W233224604 @default.
- W69771985 hasRelatedWork W2358544853 @default.
- W69771985 hasRelatedWork W2385185228 @default.
- W69771985 hasRelatedWork W244430893 @default.
- W69771985 hasRelatedWork W2516425122 @default.
- W69771985 hasRelatedWork W2588855290 @default.
- W69771985 hasRelatedWork W2950590992 @default.
- W69771985 hasRelatedWork W3193336530 @default.
- W69771985 hasRelatedWork W621798377 @default.
- W69771985 hasRelatedWork W208685869 @default.
- W69771985 hasRelatedWork W2741011994 @default.
- W69771985 hasVolume "22" @default.
- W69771985 isParatext "false" @default.
- W69771985 isRetracted "false" @default.
- W69771985 magId "69771985" @default.
- W69771985 workType "article" @default.