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CAMBRIDGE SELF BORING EXPANSION PRESSUREMETERS Mark VIIId and Mark Xd [Click on image to obtain a large view]
Specification: About one half of the outer surface of the probe is covered by a membrane expandable against the soil by gas pressure. The membrane is made from polyether urethane and is protected by a sheath of flexible stainless steel strips bonded to a rubber sleeve known as a chinese lantern. The radial expansion of the membrane is measured by pivoted levers which are kept in contact with the membrane by spring cantilevers. These springs are strain gauged and indicate the movement of the membrane, the radial strain. There are two versions of the self boring pressuremeter, the Mark VIIId has three strain sensing arms and the Mark Xd has six.. A cell in the body of the probe measures the gas pressure within the instrument. A further two cells, bolted through the membrane and moving with it as it expands into the soil, read pore water pressure directly. In the Mark Xd instrument the pore pressure cells lie between the strain arms numbers 3 and 4 and between numbers 6 and 1. The localised stiffening of the membrane due to the pore pressure cells thus occurs after the passage of the strain arms. In the Mark VIIId the original arrangment of pore pressure cells is used between arm 1 and 180° round from this. The signals from the electrical transducers pass into the sealed multiplexer chamber. Here they are converted into a digital serial data train and are fed to a three wire serial RS 232 port from which they are taken to the surface via a four wire armoured logging cable inside the gas pressure line. The fourth wire conveys the total strain signal for use by a Strain Control Unit. the Interface Unit at the surface receives a 12 volt DC signal, normally from a car battery, supplies regulated power to the down hole instrument, receives the returning signals and distributes them to the on-site computer and to the Strain Control Unit. There are separate and two electrically isolated outputs for computers. The instrument is supplied mounted on a tubular metal frame which also carries the cable drum on its windlass and the interface unit. This frame is designed for use as a workbench on site.
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Requirements:
| Electrical | 12 volt DC unregulated, normally from a car battery. About 300 mA is required |
| Water | Approximately 1000 kPa of water pressure at a flow rate of 20 litres per minute for stiff clays, less for softer material |
| Gas | A regulated supply of nitrogen at up to 10 Mpa pressure |
| Expansion Sensing System: | |
| Method - | Three or six strain gauged full bridge Beryllium Copper cantilever springs and pivoted sensing arms positioned at 120º or 60° around the centre of the expanding length. The springs bear on the sensing arms via miniature ball bearings. |
| Range -
Smallest detectable movement |
0 - 10% radial strain for best linearity; up
to 22% at reduced linearity.
Less than 1 micron |
| Linearity - | Less than 0.1% deviation from a straight line in the range 0 - 10% radial strain |
| Output - | An ASCII coded digital signal giving the strain to 16 bit accuracy. |
| plus | an analogue signal proportional to total strain |
| Pressure Sensing System: | |
| Method | Strain gauge bonded diaphragm transducers |
| Total Pressure | One vacuum reference total pressure cell |
| Pore pressure
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two sealed gauge pressure cells mounted at 180º and reading pore pressure directly |
| Cell output
Smallest detectable pressure change |
A digital signal of pressure reading to 16 bit
accuracy.
1 kPa |
Construction:
| Materials: instrument
membrane |
Stainless Steel Brass
Beryllium copper Steel Nitrile rubber Neoprene Silicone grease Copper Silver (solder ) Copper-nickel Adhesives Polyimide film Adiprene polyether urethane elastomer |
| Membrane thickness | 1.27 mm (0.050") when mounted on instrument |
| Length of replacement membrane | 560 mm (22") |
| Cutter adjustment range | 60 mm - depending on cutting shoe fitted |
| Hand of cutter rotation | Clockwise looking on top of instrument |
| Cutter Drive Rod | RW size to BS 4091: Pt 1 modified to carry 0 ring seals |
| Cutter Drive Rod Projection | From 51 mm above to 8 mm inside top of instrument thread |
| Instrument top thread | Modified Square Form 45.9 mm OD by 6.35 mm pitch, LEFT HAND THREAD |
| Cutting Shoe sharpening | a) by boring from inside surface of shoe cutting
edge
b) by replacement of cutting edge |
| Dimensions: | |
| Length of instrument | 1175 mm |
| Length of expanding portion
Length to diameter ratio |
493 mm ± 3 mm
5.94 |
| External diameter of instrument
Membrane only Membrane + Lantern |
81.7 mm 83.08 mm |
| Internal diameter | 38.1 mm (1.5") |
| Length of cable and gas line | 50 metres standard, longer lengths to order |
| Weight, instrument & cable on stand | 62 kg |
The instruments are supplied with a choice of cutting heads both in diameter
and in type. The standard cutter can be operated with two diameters of
instrument, membrane only or membrane + lantern. The rock roller cutter is
made from one diameter only, membrane
+ lantern. There are separate texts describing cutters and how to choose
them
Calibration tools
| Strain | A ring fixture using a micrometer |
| Total Pressure cell | A close fitting calibration cylinder restricts the expansion of the membrane allowing full internal pressure on and total pressure cells |
| True Pore Pressure cells | An external cylinder is sealed to the instrument at both ends of the membrane and pressurises the instrument externally so calibrating the cells and confirming the stability of the strain zero readings under changes in insitu stress. |
The instrument is supplied with a set of works calibrations.
Limits:
| The maximum undrained shear strength measurable with the instrument is approximately | 1.7 MPa |
| The maximum gas pressure which should be applied to the instrument is | 10 MPa |
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CAMBRIDGE INSITU
Little Eversden
Cambridge
CB3 7HE
England
Telephone: +44 1223 262 361
FAX: +44 1223 263 947