Application of Deep Learning Algorithms for Predicting Consolidation Settlement

被引:0
作者
Hong, Seongho [1 ]
Lee, Min-Ho [1 ]
Yoo, Byeong-Soo [2 ]
Kwak, Tae-Young [2 ]
Kim, Sung-Ryul [1 ]
机构
[1] Seoul Natl Univ, Dept Civil & Environm Engn, 1 Gwanak Ro, Seoul 08826, South Korea
[2] Korea Inst Civil Engn & Bldg Technol, Dept Geotech Engn Res, Goyang Dearo 283, Goyang 10223, Gyeonggi Do, South Korea
关键词
Busan Newport; Consolidation settlement; Degree of consolidation; Time-series forecasting; Machine learning; Deep learning; SEARCH; BUSAN;
D O I
10.1016/j.kscej.2024.100072
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Significant amount of consolidation settlement can occur in construction sites with soft clayey soil deposits. Accurate prediction is important to prevent serious issues, such as tilting and overturning of structures, as demonstrated in Busan Newport, South Korea. Observational methods, which perform regression analysis to predict settlement, are generally applied. However, the methods tend to produce inaccurate predictions when measurement records are limited. Therefore, this study applied deep learning algorithms to enhance the prediction accuracy of settlement. Three distinct models are developed based on artificial neural network, long short-term memory, and gated recurrent unit (GRU) algorithms. The models' performance was evaluated across 277 scenarios, including 216 from the Busan Newport and 61 from an additional case study. The scenarios were classified based on the average degree of consolidation, mirroring real-world conditions. The performance of the deep learning models was compared against observational methods including the hyperbolic and Asaoka methods. According to analysis, the deep learning models demonstrated a 58 % reduction in root mean square error compared with the observational methods. Statistical analysis showed that deep learning models effectively reduced standard deviation and 90th percentile values, even with limited data. The GRU model, in particular, showed superior accuracy with the lowest statistical variation. This research highlights the potential of deep learning models for practical applications in predicting consolidation settlement.
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页数:17
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共 63 条
  • [51] Tan S., Chew S., Comparison of the hyperbolic and Asaoka observational method of monitoring consolidation with vertical drains, Soils and Foundations, 36, pp. 31-42, (1996)
  • [52] Tan T.-S., Inoue T., Lee S.-L., Hyperbolic method for consolidation analysis, Journal of geotechnical engineering, 117, pp. 1723-1737, (1991)
  • [53] Terzaghi K., Peck R.B., Soil mechanics, (1948)
  • [54] Tian Y., Wu W., Wen M., Jiang G., El Naggar M.H., Mei G., Nonlinear consolidation of soft foundation improved by prefabricated vertical drains based on elliptical cylindrical equivalent model, International Journal for Numerical and Analytical Methods in Geomechanics, 45, pp. 1949-1971, (2021)
  • [55] Uy E.E.S., Dungca J.R., A comparative settlement prediction of limestone blended materials using Asaoka and hyperbolic method, GEOMATE Journal, 14, pp. 63-69, (2018)
  • [56] Van Houdt G., Mosquera C., Napoles G., A review on the long short-term memory model, Artificial Intelligence Review, 53, pp. 5929-5955, (2020)
  • [57] Win B.M., Assessment of degree of consolidation in soil improvement project, Int. Conf. on Ground Improvement Techniques, pp. 71-80, (1997)
  • [58] Win B.M., Arulrajah A., Choa V., Instrumentation and monitoring of soil improvement work in land reclamation projects, Engineering Geology: A global view from the Pacific Rim, pp. 385-392, (1998)
  • [59] Xu Y., Pan P., Xing C., Dam Settlement Prediction Based on Random Error Extraction and Multi-Input LSTM Network, Journal of Surveying Engineering, 148, (2022)
  • [60] Yoshikuni H., (1979)