A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Mechanism of Downdrag for Floating H-Pile Subjected to Surcharge
This paper investigates the mechanism of downdrag for floating H-piles subjected to surcharge loads by performing three-dimensional numerical comparative analyses. The constitutive models and model parameters were calibrated using a centrifuge test. The downdrag of the H-pile can be reduced efficiently by enlarging the web properly, but enlarging the flanges was inefficient.
Mechanism of Downdrag for Floating H-Pile Subjected to Surcharge
This paper investigates the mechanism of downdrag for floating H-piles subjected to surcharge loads by performing three-dimensional numerical comparative analyses. The constitutive models and model parameters were calibrated using a centrifuge test. The downdrag of the H-pile can be reduced efficiently by enlarging the web properly, but enlarging the flanges was inefficient.
Mechanism of Downdrag for Floating H-Pile Subjected to Surcharge
Lv, Yaru (author) / Zhang, Dongdong (author) / Rong, Xiaoli (author) / Wang, Yu (author)
2017
Article (Journal)
Electronic Resource
English
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
/
56.20$jIngenieurgeologie$jBodenmechanik
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