The Dynamic Behaviour of Pile Foundations in Seismically Liquefiable Soils: Failure Mechanisms, Analysis, Re-Qualification
This chapter presents a concise overview of the mechanics of failure, analysis and requalification procedures of pile foundations in liquefiable soils during earthquakes. The aim is to build a strong conceptual and technical interpretation in order to gain insight into the mechanisms governing the f...
Guardado en:
| Autores principales: | , , , |
|---|---|
| Formato: | Capítulo de libro |
| Lenguaje: | inglés |
| Publicado: |
IntechOpen
2020
|
| Materias: | |
| Acceso en línea: | https://www.intechopen.com/chapters/74449 |
| Etiquetas: |
Sin Etiquetas, Sea el primero en etiquetar este registro!
|
Ejemplares similares: The Dynamic Behaviour of Pile Foundations in Seismically Liquefiable Soils: Failure Mechanisms, Analysis, Re-Qualification
- A relation between undrained CPTu results and the state parameter for liquefiable soils
- Influence of liquefied and CCB containing liquefied wood on growth of wood decay fungi
- Liquefaction: Privately Liquefying Blockchain Assets
- Use of the order statistics when predicting pile foundation failure probability
- Reliability Measures for Liquefied Natural Gas Receiving Terminal Based on the Failure Information of Emergency Shutdown System
- Elucidation of Seismic Soil Liquefaction Significant Factors