FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4313584550> ?p ?o ?g. }

• W4313584550 endingPage "619" @default.
• W4313584550 startingPage "619" @default.
• W4313584550 abstract "Subsoil support is generally ignored in the design of reinforced piled embankments, resulting in a very conservative design for settlement control. This design philosophy may lead to an unnecessary increase in construction costs, especially for embankments constructed over subsoil of medium and high compressibility (i.e., compression index of subsoil larger than 0.2). This paper presents the ground reaction of lightly overconsolidated subsoil in a reinforced piled embankment subjected to cyclic loads for the purpose of investigating the general behavior of lightly overconsolidated subsoil, and it promotes the sustainable development of piled embankment technology. The ground reaction of subsoil under both static and cyclic loads was comprehensively analyzed in terms of settlement and incremental vertical stress, which exhibited approximately the same profile. However, the settlement of lightly overconsolidated subsoil under a cyclic load was 23% larger than that under a static load. A parametric study was then performed under cyclic loads, and the results showed that the vertical stress carried by the subsoil was the most sensitive to the pile spacing amongst all the parameters considered in this paper. The analysis demonstrated an approximately 88% increase in stress when spacing was enlarged from 2.0 to 3.0 m. Finally, a modified analytical method for the ground reaction of lightly overconsolidated subsoil under cyclic loads was presented, and it showed reasonable agreement with the numerical simulation, particularly for relatively low geogrid stiffnesses, low embankment height (<6.5 m), and small pile spacing (e.g., 2–3 m center to center)." @default.
• W4313584550 created "2023-01-06" @default.
• W4313584550 creator A5036880009 @default.
• W4313584550 creator A5071182516 @default.
• W4313584550 creator A5079921288 @default.
• W4313584550 date "2022-12-29" @default.
• W4313584550 modified "2023-10-17" @default.
• W4313584550 title "Ground Reaction of Lightly Overconsolidated Subsoil in Reinforced Piled Embankment under Cyclic Loads" @default.
• W4313584550 cites W1179629617 @default.
• W4313584550 cites W1969070800 @default.
• W4313584550 cites W1975596289 @default.
• W4313584550 cites W1977727715 @default.
• W4313584550 cites W1987946513 @default.
• W4313584550 cites W2034141457 @default.
• W4313584550 cites W2034270876 @default.
• W4313584550 cites W2038881303 @default.
• W4313584550 cites W2044735635 @default.
• W4313584550 cites W2056379947 @default.
• W4313584550 cites W2071231659 @default.
• W4313584550 cites W2076934976 @default.
• W4313584550 cites W2131816763 @default.
• W4313584550 cites W2141188035 @default.
• W4313584550 cites W2164507735 @default.
• W4313584550 cites W2299555477 @default.
• W4313584550 cites W2307749514 @default.
• W4313584550 cites W2413837990 @default.
• W4313584550 cites W2578669618 @default.
• W4313584550 cites W2593971312 @default.
• W4313584550 cites W2613564736 @default.
• W4313584550 cites W2770833122 @default.
• W4313584550 cites W2772073027 @default.
• W4313584550 cites W2783939844 @default.
• W4313584550 cites W2792155173 @default.
• W4313584550 cites W2793073892 @default.
• W4313584550 cites W2900527150 @default.
• W4313584550 cites W2904590279 @default.
• W4313584550 cites W2913763159 @default.
• W4313584550 cites W2914168664 @default.
• W4313584550 cites W2940998556 @default.
• W4313584550 cites W2945374802 @default.
• W4313584550 cites W2946154351 @default.
• W4313584550 cites W2971906682 @default.
• W4313584550 cites W2977458341 @default.
• W4313584550 cites W2996940917 @default.
• W4313584550 cites W3004203844 @default.
• W4313584550 cites W3008601335 @default.
• W4313584550 cites W3015892146 @default.
• W4313584550 cites W3021222881 @default.
• W4313584550 cites W3047763993 @default.
• W4313584550 cites W3111618676 @default.
• W4313584550 cites W3116989135 @default.
• W4313584550 cites W3198062720 @default.
• W4313584550 cites W3199368699 @default.
• W4313584550 cites W3203237475 @default.
• W4313584550 cites W4214771222 @default.
• W4313584550 cites W4292816707 @default.
• W4313584550 doi "https://doi.org/10.3390/su15010619" @default.
• W4313584550 hasPublicationYear "2022" @default.
• W4313584550 type Work @default.
• W4313584550 citedByCount "1" @default.
• W4313584550 crossrefType "journal-article" @default.
• W4313584550 hasAuthorship W4313584550A5036880009 @default.
• W4313584550 hasAuthorship W4313584550A5071182516 @default.
• W4313584550 hasAuthorship W4313584550A5079921288 @default.
• W4313584550 hasBestOaLocation W43135845501 @default.
• W4313584550 hasConcept C115038398 @default.
• W4313584550 hasConcept C121923324 @default.
• W4313584550 hasConcept C127313418 @default.
• W4313584550 hasConcept C127413603 @default.
• W4313584550 hasConcept C135628077 @default.
• W4313584550 hasConcept C136764020 @default.
• W4313584550 hasConcept C145097563 @default.
• W4313584550 hasConcept C159390177 @default.
• W4313584550 hasConcept C159750122 @default.
• W4313584550 hasConcept C187320778 @default.
• W4313584550 hasConcept C2777063073 @default.
• W4313584550 hasConcept C2777223468 @default.
• W4313584550 hasConcept C2779421047 @default.
• W4313584550 hasConcept C41008148 @default.
• W4313584550 hasConcept C66938386 @default.
• W4313584550 hasConcept C67203356 @default.
• W4313584550 hasConceptScore W4313584550C115038398 @default.
• W4313584550 hasConceptScore W4313584550C121923324 @default.
• W4313584550 hasConceptScore W4313584550C127313418 @default.
• W4313584550 hasConceptScore W4313584550C127413603 @default.
• W4313584550 hasConceptScore W4313584550C135628077 @default.
• W4313584550 hasConceptScore W4313584550C136764020 @default.
• W4313584550 hasConceptScore W4313584550C145097563 @default.
• W4313584550 hasConceptScore W4313584550C159390177 @default.
• W4313584550 hasConceptScore W4313584550C159750122 @default.
• W4313584550 hasConceptScore W4313584550C187320778 @default.
• W4313584550 hasConceptScore W4313584550C2777063073 @default.
• W4313584550 hasConceptScore W4313584550C2777223468 @default.
• W4313584550 hasConceptScore W4313584550C2779421047 @default.
• W4313584550 hasConceptScore W4313584550C41008148 @default.
• W4313584550 hasConceptScore W4313584550C66938386 @default.
• W4313584550 hasConceptScore W4313584550C67203356 @default.
• W4313584550 hasFunder F4320321001 @default.

• next