Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
LEAP-UCD-2017 Comparison of Centrifuge Test Results
Abstract This paper compares experimental results from every facility for LEAP-UCD-2017. The specified experiment consisted of a submerged medium-dense clean sand with a 5-degree slope subjected to 1 Hz ramped sine wave base motion in a rigid container. The ground motions and soil density were intentionally varied from experiment to experiment in hopes of defining the slope of the relational trend between response (e.g., displacement, pore pressure), intensity of shaking, and density or relative density. This paper is also intended to serve as a useful starting point for overview of the experimental results and to help others find specific experiments if they want to select a subset for further analysis. The results of the experiments show significant differences between each other, but the responses show a significant correlation, R2 ~ 0.7–0.8, to the known variation of the input parameters.
LEAP-UCD-2017 Comparison of Centrifuge Test Results
Abstract This paper compares experimental results from every facility for LEAP-UCD-2017. The specified experiment consisted of a submerged medium-dense clean sand with a 5-degree slope subjected to 1 Hz ramped sine wave base motion in a rigid container. The ground motions and soil density were intentionally varied from experiment to experiment in hopes of defining the slope of the relational trend between response (e.g., displacement, pore pressure), intensity of shaking, and density or relative density. This paper is also intended to serve as a useful starting point for overview of the experimental results and to help others find specific experiments if they want to select a subset for further analysis. The results of the experiments show significant differences between each other, but the responses show a significant correlation, R2 ~ 0.7–0.8, to the known variation of the input parameters.
LEAP-UCD-2017 Comparison of Centrifuge Test Results
Kutter, Bruce L. (Autor:in) / Carey, Trevor J. (Autor:in) / Stone, Nicholas (Autor:in) / Zheng, Bao Li (Autor:in) / Gavras, Andreas (Autor:in) / Manzari, Majid T. (Autor:in) / Zeghal, Mourad (Autor:in) / Abdoun, Tarek (Autor:in) / Korre, Evangelia (Autor:in) / Escoffier, Sandra (Autor:in)
16.11.2019
35 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Liquefaction , Lateral spreading , Centrifuge model test , Validation , LEAP , Round robin test , Reproducibility Engineering , Geoengineering, Foundations, Hydraulics , Quality Control, Reliability, Safety and Risk , Geotechnical Engineering & Applied Earth Sciences , Soil Science & Conservation , Natural Hazards
LEAP-2017: Comparison of the Type-B Numerical Simulations with Centrifuge Test Results
Springer Verlag | 2019
|