ENCARDIO RITE EDS-71P User Manual Download Page 3

Users’ Manual 

EDS-71V/P Single point borehole extensometer 

  

  

 

Page

 | 

1

 

1  INTRODUCTION 

Encardio-rite  model EDS-71V single point borehole extensometer using vibrating wire sensors is a 
precision instrument designed to help civil engineers and geologists in measurement of deformation of rock 
mass and adjacent or surrounding soil. Together with anchor bolt load cells and tape extensometer, it is 
an essential piece of equipment for investigation and monitoring of foundations, slopes & embankments 
and for studying behaviour of rock around underground cavities, tunnels and mines. 

NOTE: 

Same  manual to be used for model EDS-71P  single point borehole extensometer using 
potentiometric sensors. Make special note of the following: 

  Diameter of model EDE-PXX potentiometric sensor is 16 mm whereas diameter of Model EDE-VXX is 

12.7 mm. This requires adaptor cum guide plate (6) and link plate (16) in figure 2.2 to be different in 
the two assemblies. 

  Manual readout unit for EDE-PXX is model EDI-53P, whereas for model EDE-VXX is model EDI-51V. 

  For Sample test certificate of model EDE-PXX refer to page 3-3. Sample test certificate for model EDE-

VXX is given on page 3-2. 

1.1  Applications 

  To determine how roof or wall of mine, underground cavity or tunnel behaves during excavation. 

  To study effectiveness of the roof/wall support system of a mine, underground cavity or tunnel. 

  To predict potential roof or wall falls before they actually occur. Roof or wall falls in underground cavities 

are almost invariably preceded by measurable sags as the strata opens up and the movement usually 
occurs at an increasing rate as fall conditions are approached. Unsuspected roof and wall falls may 
result in serious accidents and may require costly patch-up and repair operations. 

  To measure and monitor movements in slopes and foundations due to excavation of underground 

cavities or due to construction of heavy structures like concrete, rockfill, masonry or earth dams over 
the foundation. 

  Suitable for upward or downward sloping hole using fibreglass or stainless steel AISI-410 connecting 

rods. 

Model EDS-71V/P has following options: 

  Required borehole for installation of single point extensometers is 

φ

 50 mm. Diameter at the mouth of 

borehole is increased to 63 mm (300 mm depth for 50 mm displacement sensor or 430 mm depth for 
100 mm displacement sensor and 560 mm for 150 mm displacement sensor). 

  The displacement is measured electronically by using a vibrating wire displacement transducer model 

EDE-VXX and a readout system model EDI-51V or data acquisition system model EDAS-10. The 
displacement is measured using potentiometric sensor model EDE-PXX with an indicator EDI- 53P 

1.2  Measurement method 

The displacement is measured electronically by using a vibrating wire displacement transducer model 
EDE-VXX and Potentiometric displacement transducer model EDE-PXX with read out system model EDI-
51V and EDI-53P respectively or data acquisition system model EDAS-10. 

Summary of Contents for EDS-71P

Page 1: ...ucknow UP 226011 India P 91 522 2661039 42 Email geotech encardio com www encardio com International UAE Qatar Bahrain Bhutan Europe USA India Lucknow Delhi Kolkata Mumbai Chennai Bangalore Hyderabad...

Page 2: ...REHOLE EXTENSOMETER BHE 4 2 1 General Description 4 2 1 1 Reference head assembly 4 2 1 2 Displacement sensor 4 2 1 3 Connecting rod assembly 6 2 1 4 Anchor 7 2 2 Accessories 8 2 2 1 Junction box 8 2...

Page 3: ...ential roof or wall falls before they actually occur Roof or wall falls in underground cavities are almost invariably preceded by measurable sags as the strata opens up and the movement usually occurs...

Page 4: ...his manual WARNING Warning messages calls attention to a procedure or practice that if not properly followed could possibly cause personal injury CAUTION Caution messages calls attention to a procedur...

Page 5: ...he end to get a thorough grasp of the subject You will find a lot of unexpected information in the sections you feel you may skip For description of vibrating wire borehole extensometers manufactured...

Page 6: ...BHE reference head assembly Reference head assembly is supplied packed from factory as per items listed in figure 2 1 The sensor is separately supplied but it is very convenient to assemble it at sit...

Page 7: ...r Junction box assembly Reference button Reference plate Sensor lock nut Sensor tightening nut Link plate Center pillar 17 19 18 21 23 20 Cover 16 15 14 13 22 Nipple with chuck nut Grub screw M4x5 8 b...

Page 8: ...d to downward holes This is because in vertically upward holes the connecting rod is in tension whereas in downward holes it is in compression resulting in sagging or buckling Longer the extensometer...

Page 9: ...in flanged housing its face extends around 20 mm beyond rubber bush 10 Proper sealing in reference head assembly is especially necessary for upwards to horizontally slanting holes for preventing any...

Page 10: ...nsor to the observation room Alternatively a junction box is available for termination of cable from sensor and transmitting the signal through a multi core cable to the observation room 2 2 2 Cable F...

Page 11: ...oth strips soaked in cement during installation 3 1 3 Insert reference head assembly centralised in the 63 mm borehole Taking holes on flange as reference drill four holes 12 mm diameter x 125 mm deep...

Page 12: ...21 4 6821 4 6823 40 05 39 99 50 00 7947 7 7947 7 7946 0 7947 50 00 50 01 Error fs 0 23 0 03 Digit f X 10E 3 Linear gage factor G 8 848E 03 mm digit Thermal factor K 0 003 mm C Polynomial constants A 1...

Page 13: ...9150 1 9150 48 00 0 00 Max error FS 0 16 Linear gage factor G 25 83 mm Volts Displacement D is calculated with the following equation Linear D mm G R1 R0 R1 current reading R0 is initial reading in V...

Page 14: ...le lowest end of grout tube is tied with a cable tie to the connecting rod NOTE In upward to horizontally sloping borehole grout tube should be about 2 m longer than specified depth of anchor and tape...

Page 15: ...ss rod is supplied in coil form using cable ties It is very stiff material and must be carefully handled when unwinding as the end may snap back and cause personal injury 3 3 8 Guide end of fibreglass...

Page 16: ...nsion can be monitored In other words if only compression is expected set zero reading of sensor by extending shaft by around 10 mm If only extension is expected set zero reading of sensor by extendin...

Page 17: ...out pipe to grouting machine or pump grout till the entire cavity is filled and grout flows out of air vent pipe Be very careful that grout flowing out of air vent tube does not get into the flanged h...

Page 18: ...sensor to connecting rod clearly noting position of extensometer 1 CAUTION Never rotate shaft of displacement sensor in respect to the outside body This will permanently damage the sensor During inst...

Page 19: ...nstallation of the multi position borehole extensometer 3 4 1 Soldering iron 25 watt 3 4 2 Rosin 63 37 solder wire 3 4 3 Thread sealant Loctite 290 or equivalent 3 4 4 Cable jointing compound 3 4 5 Ac...

Reviews: