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This test method, D4506-21, is designed to determine the in situ modulus of deformation of a rock mass by applying uniformly distributed radial loading to a circular test chamber. The resulting radial displacements are measured at various locations, enabling calculation of the deformation modulus. Additionally, radial anisotropic deformability can be assessed from extensometer readings at different positions along and around the test chamber, as well as with depth from each loading sequence. Time-dependent deformation data may be obtained by holding loads constant over selected time intervals.
The test procedure is based on two established methods: the US Bureau of Reclamation (USBR) method and the New Austrian method. The USBR method employs long extensometers with a bottom anchor positioned far from the test zone to serve as a zero reference point (as per Fig. 1 of the standard). The New Austrian method uses a reference bar running down the middle to support posts outside the deflection zone (Fig. 2). Both field tests are identical except for the deformation reading technique.
| 🟦 Method | 📏 Instrumentation | 🎯 Reference Feature |
|---|---|---|
| US Bureau of Reclamation (USBR) | Long extensometers | Bottom anchor as zero reference |
| New Austrian | Reference bar | Supports outside deflection zone |
The standard specifies that values in inch-pound units are to be regarded as standard for this test method. The gravitational system is used where the pound (lbf) represents force and mass is in slugs. In commercial practice, slug is not commonly used; instead, mass is often expressed in kilograms or grams. SI units are provided as rationalized mathematical conversions for information only and are not considered standard. Reporting test results in other units does not constitute nonconformance with this method.
| ⚡ Property | 📐 Standard Unit | 🎯 SI Equivalent (Information Only) |
|---|---|---|
| Deformation Modulus | pound-force per square inch (psi) | megapascal (MPa) |
| Radial Displacement | inch (in) | millimeter (mm) |
| Load (Force) | pound (lbf) | newton (N) or kilogram-force (kgf) |
| Mass | slug | kilogram (kg) or gram (g) |
Application of test results may involve additional considerations such as in situ stresses around the test tunnel, which can affect the results and should be included in analyses or recommendations.
The test method aims to determine the in situ modulus of deformation of a rock mass using radial jacking tests in a circular test chamber, with radial displacements measured to calculate deformation modulus.
The USBR method utilizes long extensometers with a bottom anchor as a zero reference, while the New Austrian method uses a reference bar in the middle to support posts outside the deflection zone, but both field tests are otherwise identical.
The inch-pound unit system is considered standard, with SI units provided for information only. Reporting in SI units is acceptable but not required.
The testing is limited by the maximum stress range of the reaction frame and flat jacks used in the radial jacking system.