CLC number: TU473.1
On-line Access: 2024-08-27
Received: 2023-10-17
Revision Accepted: 2024-05-08
Crosschecked: 2020-05-27
Cited: 0
Clicked: 3170
Sheng-liang Lu, Ning Zhang, Shui-long Shen, Annan Zhou, Hu-zhong Li. A deep-learning method for evaluating shaft resistance of the cast-in-site pile on reclaimed ground using field data[J]. Journal of Zhejiang University Science A, 2020, 21(6): 496-508.
@article{title="A deep-learning method for evaluating shaft resistance of the cast-in-site pile on reclaimed ground using field data",
author="Sheng-liang Lu, Ning Zhang, Shui-long Shen, Annan Zhou, Hu-zhong Li",
journal="Journal of Zhejiang University Science A",
volume="21",
number="6",
pages="496-508",
year="2020",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A1900544"
}
%0 Journal Article
%T A deep-learning method for evaluating shaft resistance of the cast-in-site pile on reclaimed ground using field data
%A Sheng-liang Lu
%A Ning Zhang
%A Shui-long Shen
%A Annan Zhou
%A Hu-zhong Li
%J Journal of Zhejiang University SCIENCE A
%V 21
%N 6
%P 496-508
%@ 1673-565X
%D 2020
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A1900544
TY - JOUR
T1 - A deep-learning method for evaluating shaft resistance of the cast-in-site pile on reclaimed ground using field data
A1 - Sheng-liang Lu
A1 - Ning Zhang
A1 - Shui-long Shen
A1 - Annan Zhou
A1 - Hu-zhong Li
J0 - Journal of Zhejiang University Science A
VL - 21
IS - 6
SP - 496
EP - 508
%@ 1673-565X
Y1 - 2020
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.A1900544
Abstract: This study proposes a deep learning-based approach for shaft resistance evaluation of cast-in-site piles on reclaimed ground, independent of theoretical hypotheses and engineering experience. A series of field tests was first performed to investigate the characteristics of the shaft resistance of cast-in-site piles on reclaimed ground. Then, an intelligent approach based on the long short term memory deep-learning technique was proposed to calculate the shaft resistance of the cast-in-site pile. The proposed method allows accurate estimation of the shaft resistance of cast-in-site piles, not only under the ultimate load but also under the working load. Comparisons with empirical methods confirmed the effectiveness of the proposed method for the shaft resistance estimation of cast-in-site piles on reclaimed ground in offshore areas.
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