Reliability and Prediction of Embedment Depth of Sheet pile Walls Using Hybrid ANN with Optimization Techniques
Author:
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
https://link.springer.com/content/pdf/10.1007/s13369-022-06607-w.pdf
Reference65 articles.
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2. INTERNATIONAL STANDARD ISO structures. (2015).
3. King, G.J.: Analysis of cantilever sheet-pile walls in cohesionless soil. J. Geotech. Eng. 121(9), 629–635 (2015). https://doi.org/10.1061/(ASCE)0733-9410(1995)121:9(629)
4. Singh, A.P.; Chatterjee, K.: Influence of soil type on static response of cantilever sheet pile walls under surcharge loading: a numerical study. Arab. J. Geosci. (2020). https://doi.org/10.1007/s12517-020-5170-x
5. Georgiadis, M.; Anagnostopoulos, C.: Effect of berms on sheet-pile wall behaviour. Geotechnique 48(4), 569–574 (1998). https://doi.org/10.1680/geot.1998.48.4.569
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