An enhanced model for predicting load transfer efficiency in pile-supported embankments based on 3D finite element models and neural network
The load transfer in pile-supported embankments is complicated, and existing analytical models may not cover all scenarios in real practice due to the assumptions made within them. The 3D numerical method is a more effective alternative to traditional methods. However, numerical simulations require...
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Published in | Computers and geotechnics Vol. 179; p. 107027 |
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Main Authors | , , , , |
Format | Journal Article |
Language | English |
Published |
Elsevier Ltd
01.03.2025
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Subjects | |
Online Access | Get full text |
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