
E1001A-171107
26
Where:
- L is the length of the measuring cell (given in table above)
- D is the inside diameter of the calibration tube
- Vi is the resulting intercept of a straight line extension of the volume
calibration curve. Refer to the ASTM D4719 standard for more details.
Vi Determination
The limit pressure P
L
corresponds theoretically to the pressure required to double the
volume of the initial cavity. The total injected volume is then equal to V
o
plus twice the
volume injected in order that the probe contacts the walls of the borehole. The
recommended procedure to obtain P
L
is to estimate it on the manually-extended
pressuremeter curve.
Note that Roctest offers a spreadsheet TEXAMCOMPANION for data reduction. You may
contact us to get a free copy.
Reading interpretation can be done referring to the following documents:
ASTM D4719-07 Standard Test for Pressuremeter Testing in Soils
‘The Pressuremeter’, Balkema, Briaud, J.-L., 1992
‘Geotechnical Engineering: Unsaturated and Saturated Soils’, Wiley, Briaud, J.-L.,
2013
‘Interpretation and Application of the Pressuremeter Test Results’, Soil-Sol D.60
Vi