Machine Learning for Predicting Pipeline Displacements Based on Soil Rigidity
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Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-19-7808-1_4
Reference29 articles.
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2. Sapountzakis EJ, Kampitsis AE (2013) Inelastic analysis of beams on two-parameter tensionless elastoplastic foundation. Eng Struct 48:389–401. https://doi.org/10.1016/j.engstruct.(2012).09.012
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5. Matsubara K, Hoshiya M (2000) Soil spring constants of buried pipelines for seismic design. J Eng Mech-Asce 126(1):76–83. https://doi.org/10.1061/(asce)0733-9399(2000)126:1(76)
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