Hollow Cylinder/Torsional Shear Soil Element Test Apparatus (Новая Зеландия - Тендер #57165402) | ||
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Страна: Новая Зеландия (другие тендеры и закупки Новая Зеландия) Организатор тендера: New Zealand Government Electronic Tenders Service Номер конкурса: 57165402 Дата публикации: 05-09-2024 Источник тендера: Государственные закупки Новой Зеландии |
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| RFx ID : | 30038961 |
| Tender Name : | Hollow Cylinder/Torsional Shear Soil Element Test Apparatus |
| Reference # : | 24-452 |
| Open Date : | Thursday, 22 August 2024 3:00 PM (Pacific/Auckland UTC+12:00) |
| Close Date : | Monday, 9 September 2024 3:00 PM (Pacific/Auckland UTC+12:00) |
| Department/Business Unit : | Planning, Finance & ITS |
| Tender Type : | Request for Quotations (RFQ) |
| Tender Coverage : | Sole Agency [?] |
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| Exemption Reason : | None |
| Required Pre-qualifications : | None |
| Contact : |
Sun Jeong sun.jeong@canterbury.ac.nz |
| Alternate Physical Delivery Address : | N/A |
| Alternate Physical Fax Number : | N/A |
University of Canterbury is seeking to purchase a dynamic cyclic hollow cylinder-torsional shear (HCTS) apparatus. This instrument is for the purpose of monotonic and cyclic strength and
stiffness testing of soil elements (sand-sized particles and finer) at frequencies up to at least 1 Hz and to large shear strains.
This project is to enable a wide range of stress paths and deformation modes to be applied to soil elements, including shearing soil to very large shear strains with monotonic and cyclic HCTS
tests.
UC is aiming to enable multiple research teams within UC to continue conducting high-quality research into the behaviour of NZ soils when undergoing numerous important loading conditions. These
include:
• Earthquake shaking (including soil response when undergoing liquefaction);
• Natural slope instability and large shear strain response (e.g., slope failures induced by heavy rainfall and/or ground shaking);
• Engineered slope instability (e.g., instability of tailings storage facilities/embankment dams [Fanni et al., 2023]);
• General response of soils undergoing complex stress paths (e.g., changes in soil stress states during excavation, building and retaining wall construction, groundwater fluctuation, etc.)