2021
DOI: 10.1016/j.apacoust.2021.108059
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Ground-borne noise and vibrations in buildings induced by pile driving: An integrated approach

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Cited by 15 publications
(8 citation statements)
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“…From the literature, it is clear that the non-linear behavior of the soil near the pile greatly influences the generated vibration field. As observed in Figure 5, pile driving operations induce soil strain levels higher than the compatible elastic limit [30]. For a horizontal distance of up to 10 times the diameter of the pile, the octahedral strain levels are even higher than 10 −3 , well above the limit generally considered acceptable for the elastic domain.…”
Section: Modeling Approachmentioning
confidence: 82%
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“…From the literature, it is clear that the non-linear behavior of the soil near the pile greatly influences the generated vibration field. As observed in Figure 5, pile driving operations induce soil strain levels higher than the compatible elastic limit [30]. For a horizontal distance of up to 10 times the diameter of the pile, the octahedral strain levels are even higher than 10 −3 , well above the limit generally considered acceptable for the elastic domain.…”
Section: Modeling Approachmentioning
confidence: 82%
“…As the authors are aware of the recent developments achieved in numerical simulations, they proposed an efficient numerical approach for the prediction of vibrations induced by impact pile driving [30]. In a simple and general way, the approach, formulated in the frequency domain, is split into two main modules: one comprising the pile-ground system, modeled by an axisymmetric FEM-PML approach; the other regarding the dynamic simulation of the hammer device.…”
Section: Modeling Approachmentioning
confidence: 99%
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“…Vibration is an important field that has been widely studied by scholars in civil engineering [4,5]. In studies of vibration, the research on vibration induced by pile driving mainly comprises three aspects: model or prototype tests [6][7][8], theoretical analyses [9,10], and numerical simulations [11][12][13][14].…”
Section: Introductionmentioning
confidence: 99%
“…Based on wave theory and pile-soil dynamic characteristics, Massarsch and Fellenius [10] analyzed the influences of single parameters such as the pile buried depth, pile resistance, and pile-soil dynamic damping on the surrounding soil vibration induced by pile driving. Vibration is an important field that has been widely studied by scholars in civil en neering [4,5]. In studies of vibration, the research on vibration induced by pile drivi mainly comprises three aspects: model or prototype tests [6][7][8], theoretical analyses [9,1 and numerical simulations [11][12][13][14].…”
Section: Introductionmentioning
confidence: 99%