Matches in SemOpenAlex for { <https://semopenalex.org/work/W2023697050> ?p ?o ?g. }
Showing items 1 to 85 of
85
with 100 items per page.
- W2023697050 endingPage "195" @default.
- W2023697050 startingPage "187" @default.
- W2023697050 abstract "Auger cast-in-place piles (ACIP) are often installed through multilayered soil profiles, which make accurate predictions of the performance of the piles more complex than piles constructed in either clay or sand deposits. This study is intended to shed some light on the undrained behavior of ACIP embedded in stratified soil and to explore a methodology to predict the ultimate pile loads. The study is based on practical measurements of load–displacement relationships of 51 static loading tests of full-scale ACIP installed through multilayered soil profiles. The study revealed that the normalized load–displacement relationships of the tested piles have deterministic range with upper and lower bounds. Equations for these bounds and the mean load–displacement relationship are developed in this study. There is a deficiency in the literature concerning the calculations of ultimate loads for piles embedded in multilayered soil. Therefore, this paper presents an attempt to estimate the ultimate pile load in undrained conditions utilizing two approaches. The first approach assumed the failure pattern of the soil beneath the pile base to be punching into the sand followed by general shear failure in clay underneath. The end-bearing resistance at the pile tip was estimated by implementing Meyerhof and Hanna’s [24] shallow foundation procedure. The second approach assessed the depth of the influence zone below the pile tip using isobars of pressure around and below the pile tip due to a point load, based on the theory of elasticity and characterization of a semi-infinite soil mass (Martins [3]). Soil layers, within the zone of influence, were considered to be an equivalent geomaterial with shear strength parameters computed by weighted average of shear strength parameters of the soil sub-layers. For comparison purposes, the ultimate pile load of each test was interpreted experimentally using the method proposed by Chin (1970). Reasonable agreement was obtained between the predicated and the experimental values, with an accuracy of about ±17%." @default.
- W2023697050 created "2016-06-24" @default.
- W2023697050 creator A5004878128 @default.
- W2023697050 creator A5078629475 @default.
- W2023697050 date "2013-06-01" @default.
- W2023697050 modified "2023-10-16" @default.
- W2023697050 title "Undrained behavior of auger cast-in-place piles in multilayered soil" @default.
- W2023697050 cites W124655940 @default.
- W2023697050 cites W1489337446 @default.
- W2023697050 cites W1539636427 @default.
- W2023697050 cites W1996988029 @default.
- W2023697050 cites W1999470907 @default.
- W2023697050 cites W2018058071 @default.
- W2023697050 cites W2024492018 @default.
- W2023697050 cites W2035770630 @default.
- W2023697050 cites W2060429387 @default.
- W2023697050 cites W2062733193 @default.
- W2023697050 cites W2064559660 @default.
- W2023697050 cites W2069677139 @default.
- W2023697050 cites W2071237782 @default.
- W2023697050 cites W2073064848 @default.
- W2023697050 cites W2073402024 @default.
- W2023697050 cites W2075842237 @default.
- W2023697050 cites W2076797155 @default.
- W2023697050 cites W2079038124 @default.
- W2023697050 cites W2086848023 @default.
- W2023697050 cites W2087502814 @default.
- W2023697050 cites W2093768624 @default.
- W2023697050 cites W2116446354 @default.
- W2023697050 cites W2155361955 @default.
- W2023697050 cites W2166819294 @default.
- W2023697050 doi "https://doi.org/10.1016/j.aej.2012.12.002" @default.
- W2023697050 hasPublicationYear "2013" @default.
- W2023697050 type Work @default.
- W2023697050 sameAs 2023697050 @default.
- W2023697050 citedByCount "0" @default.
- W2023697050 crossrefType "journal-article" @default.
- W2023697050 hasAuthorship W2023697050A5004878128 @default.
- W2023697050 hasAuthorship W2023697050A5078629475 @default.
- W2023697050 hasBestOaLocation W20236970501 @default.
- W2023697050 hasConcept C107551265 @default.
- W2023697050 hasConcept C119560385 @default.
- W2023697050 hasConcept C127313418 @default.
- W2023697050 hasConcept C127413603 @default.
- W2023697050 hasConcept C12839126 @default.
- W2023697050 hasConcept C15744967 @default.
- W2023697050 hasConcept C166957645 @default.
- W2023697050 hasConcept C187320778 @default.
- W2023697050 hasConcept C2780966255 @default.
- W2023697050 hasConcept C542102704 @default.
- W2023697050 hasConcept C66938386 @default.
- W2023697050 hasConcept C95457728 @default.
- W2023697050 hasConceptScore W2023697050C107551265 @default.
- W2023697050 hasConceptScore W2023697050C119560385 @default.
- W2023697050 hasConceptScore W2023697050C127313418 @default.
- W2023697050 hasConceptScore W2023697050C127413603 @default.
- W2023697050 hasConceptScore W2023697050C12839126 @default.
- W2023697050 hasConceptScore W2023697050C15744967 @default.
- W2023697050 hasConceptScore W2023697050C166957645 @default.
- W2023697050 hasConceptScore W2023697050C187320778 @default.
- W2023697050 hasConceptScore W2023697050C2780966255 @default.
- W2023697050 hasConceptScore W2023697050C542102704 @default.
- W2023697050 hasConceptScore W2023697050C66938386 @default.
- W2023697050 hasConceptScore W2023697050C95457728 @default.
- W2023697050 hasIssue "2" @default.
- W2023697050 hasLocation W20236970501 @default.
- W2023697050 hasOpenAccess W2023697050 @default.
- W2023697050 hasPrimaryLocation W20236970501 @default.
- W2023697050 hasRelatedWork W2352471343 @default.
- W2023697050 hasRelatedWork W2354267344 @default.
- W2023697050 hasRelatedWork W2355302651 @default.
- W2023697050 hasRelatedWork W2359305853 @default.
- W2023697050 hasRelatedWork W2369325183 @default.
- W2023697050 hasRelatedWork W2386296645 @default.
- W2023697050 hasRelatedWork W2389112132 @default.
- W2023697050 hasRelatedWork W2390515599 @default.
- W2023697050 hasRelatedWork W3012291766 @default.
- W2023697050 hasRelatedWork W3028015498 @default.
- W2023697050 hasVolume "52" @default.
- W2023697050 isParatext "false" @default.
- W2023697050 isRetracted "false" @default.
- W2023697050 magId "2023697050" @default.
- W2023697050 workType "article" @default.