Double-control progressive stable loading method of large-scale compression and direct shear integrated testing instrument
By employing a dual-control progressive stable loading method in a large-scale integrated compression and direct shear testing instrument, integrating strain control and stress control, the problem of long testing cycles for large-diameter coarse-grained soils is solved, achieving improved testing efficiency and data accuracy. This method is suitable for compression tests, direct shear tests, and long-term rheological tests.
Patent Information
- Application Number
- CN202510754384.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Priority Date
- 2025-05-30
- Filing Date
- 2025-06-06
- Publication Date
- 2026-07-24
- Estimated Expiration
- 2045-06-06
AI Technical Summary
Existing technologies for conducting full-gradation sample model tests on large-particle coarse-grained soils involve long sample preparation and testing cycles, and are complex to operate, making it difficult to meet the needs of simplifying sample preparation and improving testing efficiency.
A large-scale integrated compression and direct shear testing instrument is adopted, which integrates two testing methods: strain control and stress control. Through an automatic control system, dual-control progressive stable loading is carried out to achieve comprehensive control of strain and stress, avoiding step-by-step changes in loading. The strain rate is monitored and controlled in real time, and the control mode is automatically switched according to the test requirements.
It simplifies the sample preparation process, improves testing efficiency, and provides more accurate data on the creep and rheological deformation characteristics of rockfill under long-term loads, meeting the automatic control requirements of compression tests, direct shear tests, and long-term rheological tests.