ENCARDIO RITE EDS-71P User Manual Download Page 6

Users’ Manual 

EDS-71V/P Single point borehole extensometer 

  

  

 

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2  BOREHOLE EXTENSOMETER (BHE)      

2.1   General Description 

Borehole extensometer (BHE) measures extension (displacement) that takes place with time in a bored 
hole or in several bored holes in a rock mass. The Encardio-rite BHE essentially consists of one anchor 
and a reference plate. Anchor is set in same borehole or in different boreholes drilled adjacent to first 
borehole. The BHE helps to accurately measure distance between anchor with respect to reference plate 
and thus monitor with passage of time their relative displacement in respect to each other. It is usually 
assumed anchor is in stable ground and so any change in anchor spacing is interpreted as sag of roof bed, 
movement of side wall or slope, settlement of foundation etc. 
Model EDS-71V/P BHE is specially designed to monitor a relative displacement of a single  anchor 
economically over any other borehole extensometer. At locations where access to mouth of borehole is 
easily available, mechanical measurement of displacement by model EDS-64U/D is economical and 
reliable. Displacement readings are taken by a micrometer depth gage by measuring depth of reference 
button at near end of connecting rod from a reference plate. 
Model EDS-71V/P borehole extensometer basically comprises following major sub-assemblies: 

  Reference head assembly 

  Vibrating wire displacement sensor/ potetiometric sensor 

  Connecting rod assembly (fibreglass or stainless steel AISI 410) 

  Anchor (reinforced bar or packer) 

  Grouting and vent tube as required 

2.1.1 

Reference head assembly 

Refer to figures 2.1&  2.2 for details of single point 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 site inside the reference head assembly along with the connecting 
rod ends according to instructions given in § 3.  
The reference head assembly consists of a flanged housing (5), an adaptor cum guide plate (6) is fixed to 
the near end with help of M4x8 grub screws (8a). A grub screw M4x5 (8b) is provided in adopter cum guide 
plate to fix the sensor. The reference plate (14) is fixed to guide plate with an allen head screw M5x12 and 
one stainless steel centre pillar (13) in such a way that the holes marked (1,G.V )on reference plate is 
aligned to the respective holes of guide plate. The holes 1,G,V are used for connecting rod, grout and vent 
tube respectively. The removable cover (19) is threaded to the adopter cum guide plate (6) to protect the 
entire assembly. 

2.1.2 

Displacement sensor 

The Encardio-rite model EDE-VXX/PXX linear displacement sensor is used in model EDS-71V/P borehole 
extensometer for transmitting the mechanical displacement to a remote observation room. It basically 
consists of a vibrating wire sensor having a stroke of 50 , 100 or 150 mm. 
The retractable shaft of the sensor having a male thread of M6x12 is connected to the connecting rod 
through a link system. The sensor is provided with an integral 1 m long 

φ 

4 mm four  core 

 

cable with cores 

in red, black, green and white. Red and black cores are for frequency signal while green and white are for 
temperature monitoring through a thermistor. 
Refer to data sheet 1085-03 P on model EDE-VXX vibrating wire linear displacement transducer (20) for 
detailed description and specifications. 
The potentiometric sensor model EDE-PXX is used in place of vibrating wire sensor if required. 

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...

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