Author:
Vargas Ruben R.,Ueda Kyohei,Uemura Kazuaki
Abstract
AbstractThe Liquefaction Experiments and Analysis Projects (LEAP) is an international collaborative project that aims to verify, validate, and quantify the uncertainty of numerical liquefaction models. Within this project, a series of hollow cylinder cyclic torsional shear tests were performed at the Disaster Prevention Research Institute facility at Kyoto University. These tests focused on examining how the relative density affects the cyclic response of Ottawa F-65 sand. The obtained results will contribute to a dependable database for the ongoing and future verification and validation processes of liquefaction models. This paper presents the details of the model preparation and test results, as well as a brief discussion on the influence of the relative density and the tests’ repeatability.
Publisher
Springer International Publishing
Reference12 articles.
1. Carey, T. J., Stone, N., & Kutter, B. L. (2019). Grain size analysis and maximum and minimum dry density of Ottawa F-65 sand for LEAP-UCD-2017. Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading: LEAP-UCD-2017.
2. El Ghoraiby, M. A., & Manzari, M. T. (2018). LEAP-2018 – Stress-strain response of Ottawa F65 sand in cyclic simple shear. DesignSafe-CI, Dataset, https://doi.org/10.17603/DS2HX3H
3. El Ghoraiby, M. A., Park, H., & Manzari, M. T. (2019). Physical and mechanical properties of Ottawa F65 sand. Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading: LEAP-UCD-2017.
4. Japanese Geotechnical Society Standards. (2016). Method for cyclic triaxial test on soils – JGS-0541-2009 Laboratory Testing Standards of Geomaterials, Vol. 2.
5. Japanese Geotechnical Society Standards. (2018a). Practice for preparing hollow cylindrical specimens of soils for torsional shear test – JGS-0550-2009. Laboratory Testing Standards of Geomaterials, Vol. 3.
Cited by
1 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献