CAMBRIDGE SELF BORING EXPANSION PRESSUREMETERS

Mark VIIId and Mark Xd

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Specification:
The Cambridge Self Boring Expansion Pressuremeter is a hollow cylindrical probe, a little over one metre in length and 83 mm in diameter. In operation the probe is jacked steadily into the ground and soil entering the shoe of the instrument is cut into small pieces by a central rotating cutter. The soil cuttings are brought to the surface up the inside of the instrument by fluid, normally water, pumped down the cutter rods. The cutting shoe is made very exactly the same size as the body of the instrument.

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.

 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

 

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