In the CPT-u cone, there is a so called filter section, the
purpose of which is to distinguish the generated pore water pressure
from the mechanical earth pressure existing between the soil particles.
The measurement of generated pore pressure outside CPT probes
has been practised since 1974. The filter section used has often
been constructed using some porous material. Another type of filter-
is constructed from steel only, with a tiny slot acting as filter.
(Vlaasblom 1975) and (Sidey 1984). This type of filter offers
simplicity in the field, and some technical advantages.
As with the porous filters, the absence of air is crucial but
can be easier controlled, however it is obvious that the filling
media in the slot and in the interior of the cone is of great
importance.
This paper describes some laboratory tests on different filling
media in slot filters.
The
function of a slot filter while performing the task of distinguishing
the pore water pressure from the total pressure is to break the
structure of the soil so that only individual particles floating
in the liquid can enter the slot. A typical slot filter appears
in picture 1.
The geometry of the slot filter comprises two separate parts,
the cone and the ring, and two O-rings. The material is normally
hardened stainless steel. Prior to filling, the cone and the ring
are pressed together. The size of the slot will then be 0.3 mm.
Note that the thread will be cut off by the two O-rings. If any
bubbles are present in the thread, they cannot influence the pore
pressure readings. The cavities A and B can be filled with the
same or with different types of medium. Until now users have filled
it with water or silicon oil. I have used water with approx. 1
% Gelatin, Petroleum grease and water or Petroleum grease and
Hydraulic oil.
Since Gelatin has to be prepared in advance by boiling and cooling
the filters, the grease fillings have become more popular by the
users.
Experience from the field has however indicated that grease filling
would introduce some hysteresis in the pore pressure measurement.
A series of tests were performed in order to study the behaviour
of these different combinations of filling media.

The pressure chamber is constructed from steel, and capable of
10 Bar over pressure. The
chamber is oil filled, but around the piezocone there is a rubber
bag containing water. A reference pressure transducer is placed
at the bottom. A dead weight pressure balance of type WIKA having
an accuracy of better than 0.1% is used as pressure reference,
and both the piezocone and the reference transducer are calibrated
against this balance.
A piezocone
of type Memocone
has been used for the tests. The pressure sensing element consists
of a stainless steel membrane with a strain gauge bridge inside,
and a chopper stabilized amplifier that Will amplify approximately
100 times. This type of amplifiers are very stable, but unfortunately
they produce some noise on the signal. In order to reduce the
noise, a low-pass filter is placed after the amplifier. The time
constant is 0.05 sec.
This
will cause a delayed reaction for pressure changes. However considering
that the piezocone, penetrating at the normal rate of 2 cm per
second, Will travel only 1 mm during this time it will not affect
the measurements in the soil significantly. Note the difference
between a reaction delay and hysteresis. In order to reduce influence
from the delay, the low-pass filter has been removed in the tested
piezocone.
The static measurements are made by pumping oil into the chamber until the weights of the balance are raised. The weights are rotated to overcome friction, and a stable pressure is achieved. The static hysteresis has been measured by altering the pressure in a sequence of 0-5-10-5-0 Bars. The different readings at 5 Bar, while increasing or decreasing the pressure, divided by 2 is then expressed as hysteresis +/-.
The dynamic measurements are made by operating the piston by
hand. This will cause pressure variations inside the chamber.
These variations are picked up by the reference pressure transducer
and by the piezocone. Data collection is made in a D-Mon.
This instrument can be programmed to make synchronised measurements
on two channels exactly at the same instant. The sampling rate
was 10 readings per seconds, and the resolution of measurements
1/1024. Data is collected in the internal memory, and the files
can be downloaded into a diskette afterwards.
Before measurement, zero readings and scales are checked against
the pressure balance. The datalogger is started, and a pressure
wave is generated by pressing the piston. The results are saved
on a diskette and processed in a PC for presentation.
The different filling media investigated here are:
Type 1 grease was used earlier by Envi and is relatively stiff.
Type 2 grease is temperature
stable, and is currently used by Envi. Type 3 grease is very soft,
almost liquid, and is currently used by NGI.
Referring to figure 1
| A cavity | B cavity | Hysteresis kPa |
| Water | Grease 1 | +/- 12 |
| Oil | Grease 1 | +/- 1 |
| Water | Grease 2 | +/- 7 |
| Oil | Grease 2 | less than +/- 1 |
| Water | Grease 3 | +/- 1-2 |
| Oil | Grease 3 | less than +/- 1 |
| Water | Gelatin | less than +/- 1 |
For swift changes of pressure, the hysteresis is greater. Fig
6 is an example where grease in combination with water causes
a clearly visible hysteresis in the order of +/- 25 kPa. However,
with the same grease in combination with hydraulic oil, the hysteresis
is reduced to +/- 2 - 3 kPa. (Fig. 7 ).
Grease 3 shows a better response. In combination with water +/-
12 kPa and with oil +/- 2 kPa. Gelatin and water shows excellent
response also in the dynamic tests. See Fig.10 The hysteresis
is less than 1 kPa which is the accuracy of the test equipment.
At any normal use of a piezocone, it should, in view of full scales of 1 - 2 MPa, be acceptable to use a grease/oil filling in slot filters. When ultimate accuracy is needed, there is the possibility to use Gelatin filling for these cases.
Vlaasblom, A. (1975). Soil probes for measuring various soil
parameters.
U.S Patent No 3,906,781
Sidey, R. (1984). Pressure sensor and soil stress; isolation filter arrangement in a pore pressure probe. U.S. Patent No 4,453,401
Larsson, R. (1995). Use of a thin slot as filter in piezocone tests. International Symposium on Cone Penetration Testing - CPT95, Linköping
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