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- W2024284811 abstract "An extensive finite element analysis was performed to study the settlement behavior of vertically loaded piles entirely embedded in non-homogeneous rock. To avoid utilizing interrelated parameters, pile-rock relative stiffness was expressed as a function of the elastic modulus of rock mass near the pile head that does not depend on pile length. Cases of pile-rock stiffness ratios that are typical for reinforced concrete piles bored in sedimentary rocks were investigated. Charts were developed to predict the elastic settlement of vertically loaded piles in non-homogeneous media. An equation was also introduced to incorporate the effect of rock non-homogeneity in estimating the depth at which settlement becomes insensitive to the increase of pile length." @default.
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- W2024284811 date "2013-12-01" @default.
- W2024284811 modified "2023-09-27" @default.
- W2024284811 title "Estimating the Elastic Settlement of Vertically Loaded Single Piles in Rock" @default.
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- W2024284811 doi "https://doi.org/10.4028/www.scientific.net/amr.831.307" @default.
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