Research Article
An Innovative Method for Conventional Triaxial Tests of Concrete: Applications of PVC Pipes as a Mould and Sealing Membrane
Table 4
Residual strengths of mortar specimens (MPa).
| p (MPa) | T-UM | P-UM | Residual strength difference | T-HM | P-HM | Residual strength difference | Residual strength | Failure mode | Residual strength | Failure mode | Residual strength | Failure mode | Residual strength | Failure mode |
| 0 | 0 | SPF | 48 | SPF | 48 | 0 | SPF | 35 | SPF | 35 | 5 | 55 | SHF | 83 | SHF | 28 | 44 | SHF | 68 | SHF | 24 | 10 | 82 | SHF | 103 | SHF | 21 | 73 | SHF | 95 | SQF | 22 | 20 | 120 | SHF | 142 | SHF | 22 | 98 | SHF | 123 | SQF | 25 | 40 | 211 | SHF | 235 | SHF | 24 | 165 | SQF | 170 | SQF | 5 | 70 | 305 | SQF | 310 | SQF | 5 | 240 | SQF | 238 | SQF | ā2 |
|
|
Notes. Splitting failure, shear failure, and squeeze flow are, respectively, expressed as SPF, SHF, and SQF.
|