About this document
Dey Et Al. (2020) by Sandip Dey is a document available to read on EtoBox.
This study investigates the structural performance of buried pipelines during strike-slip fault ruptures using a detailed three-dimensional nonlinear finite element model. The model incorporates a validated nonlinear sand constitutive model and is calibrated with direct shear soil test data, demonstrating improved accuracy in predicting pipeline strains under fault displacements. The findings emphasize the importance of considering nonlinear soil strength in numerical modeling for better predictions of pipe
- Author
- Sandip Dey
- Language
- EN