Prediction of foundation pit and main body settlement of high-rise building based on SSA-LSTM recurrent neural network

Author:

Jing Xin1ORCID,Li Weicheng2ORCID

Affiliation:

1. Department of Science, Shenyang Jianzhu University, China

2. School of Computer Science and Engineering, Shenyang Jianzhu University, China

Publisher

ACM

Reference10 articles.

1. Research status analysis of surface subsidence prediction and control of deep foundation pit [J];Guolin Wang;Industrial Construction,2023

2. Qin Shiwei, Lu Junyu. Prediction of pipeline subsidence around foundation pit based on GCN-GRU combination model [J]. Journal of Yangzhou University (Natural Science Edition), 2023, 26(04):73-78.DOI:10.19411/ j.1007-824X.2023.04.013.

3. CAI Qunqun. Research on deep foundation pit deformation prediction based on particle swarm optimization improved Support vector Machine [J]. Heilongjiang traffic science and technology, 2023, 46-48 (5) : 97-99 + 103. DOI: 10.16402 / j.carol carroll nki issn1008-3383.2023.05.032.

4. Ngoc D. M. Nu N. T. Tinh D. M. van Loi B. & Huong N. T. T. 2020. An analytical model for residual stress prediction in rebound deformation of the foundation pit. Journal of Applied Science and Engineering 23(4) 661–668. https://doi.org/10.6180/jase.202012_23(4).0010

5. Li Wan, Feng Fenling, Jiang Qiwei. Improved particle swarm algorithm to optimize LSTM neural network of railway passenger traffic prediction [J]. Journal of railway science and engineering, 2018, (12) : 3274-3280. The DOI: 10.19713 / j.carol carroll nki. 43-1423 / u 2018.12.033.

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