Physical Address
304 North Cardinal St.
Dorchester Center, MA 02124
Physical Address
304 North Cardinal St.
Dorchester Center, MA 02124
ASTM D4719‑20 standardizes the methodology for prebored pressuremeter testing in soils, defining an in‑situ stress‑strain test performed on the wall of a prebored test cavity. The test uses a circular cylindrical probe that is expanded radially. The standard explicitly covers testing in both granular and cohesive soils. To obtain viable results, disturbance of the test cavity must be minimized, requiring a minimal clearance between the probe diameter and the borehole wall. If traditional preboring methods cannot provide an acceptable cavity, the standard permits direct insertion of the probe by driving or pushing into the ground to form the test cavity. It is critical to note that this standard does not cover high‑pressure testing in rock or the use of self‑boring pressuremeters.
The standard defines two primary, alternative testing procedures. Knowledge of the soil type is essential for selecting the appropriate procedure and interpreting the resulting data.
| 🟦 Feature | 📐 Procedure A (Equal Pressure) | 📐 Procedure B (Equal Volume) |
|---|---|---|
| Control Variable | Equal pressure increments are applied and controlled. | Equal volume increments are applied and controlled. |
| Measured Response | Corresponding probe volume change is measured. | Corresponding pressure change is measured. |
| Data Application | General characterization of soil strength and stiffness. | Often preferred for soft or highly sensitive soils. |
The standard also notes that strain‑controlled tests, where the probe volume is increased at a constant rate, may yield different results than the incremental procedures described above. Regardless of the method selected, the primary objective is the accurate measurement of the complete soil stress‑strain response.
All observed and calculated values from pressuremeter testing must strictly conform to the guidelines for significant digits and rounding established in Practice D6026. The standard specifies that values stated in SI units are regarded as the standard, though reporting in other units is not considered non‑conformance. Users must also establish appropriate safety, health, and environmental practices prior to testing.
| 📏 Standard Requirement | 🎯 Specification |
|---|---|
| Test Cavity Quality | Prebored with minimal disturbance and minimal probe‑to‑wall clearance. |
| Alternative Insertion | Direct driving or pushing is permissible when preboring is insufficient. |
| Reporting Units | SI units are the primary standard. |
| Significant Digits | Must conform to Practice D6026. |
| Excluded Applications | High‑pressure rock testing and self‑boring pressuremeters. |
🔍 What is the fundamental difference between Procedure A and Procedure B?
Procedure A applies equal increments of pressure and measures the resulting volume change. Procedure B applies equal increments of volume and measures the resulting pressure change. The choice between them depends on the soil type and the specific testing objective.
💡 Does this standard apply to the self‑boring pressuremeter?
No. Section 1.3 of the standard explicitly states that it does not cover the self‑boring pressuremeter. The standard is limited to probes inserted into prebored holes or directly driven or pushed into the ground.
⚡ What are the specific requirements for the test cavity?
The cavity must be prepared with minimal soil disturbance. A minimal clearance between the probe diameter and the test cavity wall is required to ensure proper expansion and data quality. If preboring is not satisfactory, direct probe insertion is an alternative.
📌 What unit system is mandated for reporting test results?
Section 1.8 of the standard states that values in SI units are to be regarded as the standard. No other units of measurement are included in the standard, although reporting in other units is permitted.