Project Details
Description
A laboratory program will be undertaken at CDU to evaluate sand stabilised with 3% and 5% cement. In accordance with the agreed test plan and relevant standards, unconfined compressive strength (UCS), triaxial, and direct shear tests will be performed on specimens prepared, cured, and tested at 7, 14, and 28 days. Key geotechnical parameters—including indicative stiffness (Young’s modulus), cohesion (c′), and friction angle (φ′)—will be derived.
| Status | Finished |
|---|---|
| Effective start/end date | 1/08/25 → 1/11/25 |
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