ASTM C882/C882M-23 specifies a complete method system for determining the strength of concrete bond systems using the oblique shear test method, focusing on solving the problem of quantitative evaluation of the bond performance at the interface between new and old concrete.
The 30° inclined shear test method adopted in this standard is derived from the version first published in 1978. The 2023 version mainly updates:
| Technical Elements | 2020 Edition | 2023 Edition Improvements |
|---|---|---|
| Scope of Application | Limited to Epoxy Resin Systems | Extended to Cement-Based Repair Materials |
| Specimen Preparation | Single Curing Scheme | Classification by Binder Type |
| Accuracy Requirements | Not Clearly Defined | Add the judgment standard of surface void ratio ≤ 10% |
Specimen size: Must meet the requirements of 75mm×150mm cylinder, bevel angle 30°±1.5°, elliptical bonding surface major axis 150mm±2mm
Substrate strength: The 28-day compressive strength of the benchmark mortar is ≥31MPa. When the expected bond strength is >13MPa, it is recommended that the substrate strength is 2.5 times the expected value
Environmental control: Depending on the type of adhesive, the following needs to be controlled:
Surface Preparation: Aggregate must be exposed by sandblasting to remove loose particles. For wet-bonded systems, the surface must remain moist until the adhesive is applied.
Bond Layer Thickness: Grade 2 systems require a 0.5mm thickness. Grade 3 systems, when applied on non-film-wrapped surfaces, require a 2mm thickness for Class VI/VII contact strength testing.
Typical Failure Modes: The 2023 edition adds the requirement to report the fracture location (within the bonding material/in the mortar/at the interface), which is valuable for failure analysis.
1. Material Selection: For underwater repair projects, an epoxy system that meets Type VI/VII standards should be selected, which has more stringent contact strength testing requirements.
2. Process Control: It is recommended to test three parallel specimens for each batch of bonding material. When the standard deviation exceeds 365psi (2.5MPa), operational factors should be investigated.
3. Acceptance Criteria: In addition to strength values, the distribution of voids on the bonding surface should be checked. The total area of voids with a diameter greater than 3mm should not exceed 10%.

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