{ "@context": {"@vocab": "http://schema.org/"}, "@type": "Dataset", "@id": "", "identifier": "", "logo": "https://www.designsafe-ci.org/static/images/nsf-designsafe-logo.014999b259f6.png", "name": "LEAP-2018 - Stress-strain response of Ottawa F65 sand in Cyclic Simple Shear", "creator": [ { "@type": "Person", "name": "Majid Manzari", "affiliation": { "@type": "Organization", "name": "George Washington University" } } ], "author": [ { "@type": "Person", "name": "Majid Manzari", "affiliation": "George Washington University" } ], "datePublished": "2018-11-17T14:48:11.883-06:00", "dateModified": "2018-12-08T05:34:11.674-06:00", "description": "This project publishes the results of cyclic direct simple shear tests performed at George Washington University (GWU) to characterize the stress-strain-strength response of Ottawa F-65 sand. This data along with the results of the cyclic torsional shear tests conducted at Kyoto University for LEAP-Asia-2018, and the results of the monotonic and cyclic triaxial tests conducted at GWU for LEAP-2015 and LEAP-2017 are provided to the numerical simulation teams who participate in the LEAP-Asia-2018 and LEAP-RPI-2019 prediction exercises. The numerical simulation teams use these results to calibrate the constitutive models.", "keywords": [ "Cyclic Direct Simple Shear Test", " Liquefaction Strength", " Ottawa F-65 Sand", " Stress-Strain Response" ], "license": { "@type": "CreativeWork", "license": "", "url": "" }, "publisher": { "@type": "Organization", "name": "Designsafe-CI", "url": "https://designsafe-ci.org" }, "provider": { "@type": "Organization", "name": "Designsafe-CI" }, "includedInDataCatalog": { "@type": "DataCatalog", "name": "Designsafe-CI", "url": "https://designsafe-ci.org" } }