Probabilistic pseudostatic analysis of pile in laterally spreading ground: Two layer soil profile
Coupling the finite element model of pile under lateral spread with the Monte Carlo Simulation is frequently prohibited by excessive lengthily computations. In the present paper, a simplified pseudostatic method is integrated with an improved response surface scheme to evaluate the reliability of pi...
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| Formato: | Artigo |
| Idioma: | English |
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Elsevier
2014-06-01
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| Series: | Ain Shams Engineering Journal |
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| Acceso en liña: | http://www.sciencedirect.com/science/article/pii/S2090447914000033 |