Borehole Measurements - Solexperts · to use the EZ-Trac if only the start of the borehole is cased...
Transcript of Borehole Measurements - Solexperts · to use the EZ-Trac if only the start of the borehole is cased...
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Focus-Information
Geotechnology >> Borehole Measurements
Geotechnology Hydrogeology Monitor ing
Solexperts provides services to measure
the depth and position of boreholes and
buried pipes. The wide range of availa-
ble instrumentation allows selection of
the correct measurement system to
meet the specific site characteristics and
conditions (borehole length, diameter,
direction, type of casing).
The EZ-Trac is often used to measure
boreholes and pipes without steel
casing. The Maxibor and Gyrosmart are
used to measure boreholes with steel
casing. Vertical boreholes are measured
with a special borehole inclinometer
which uses installation rods to maintain
the reference direction.
• Survey measurements may be used to determine the positioning of explo-ratory boreholes relative to depth thus providing the locations of collected soil specimens relative to a future structure.
• Bearing capacity and effectiveness of earth and rock anchors can be influ- enced by the anchor’s relative posi-tions. When new anchors are being added to a site it is important that they are correctly positioned to avoid
EZ-Trac, Gyrosmart, Maxibor, Borehole Inclinometer:
Measurement systems and services of Solexperts AG
Borehole Measurements
Solexperts Services
impairing the performance of existing anchors.
• The position of boreholes used in the construction of pipe curtains, grouting and ground freezing must be within specified limits if a load-bearing arch or a continuous barrier against ground-water is to be successfully constructed. The same is true for monitoring bore- holes which contain temperature mea- suring chains to overview ground free-zing projects.
• The position of blasting drill holes must be accurately known for the planning of blast loads and the determination of blasting effects (dangers due to blasting operations, excavated mass of rock).
• By making directional measurements as the borehole is drilled the current posi-tion of the borehole can be checked in a timely manner. This allows corrective measures to be taken to adjust the drilling direction assuring that the desi-red borehole location is achieved.
Borehole Measurements (Frutigen, Switzerland)
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Applications of Borehole Position Measurements
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Borehole Position Measuring Systems:
• EZ-Trac
The EZ-Trac probe is fitted with an electronic magnetic compass that determines
the direction of the probe with reference to the Earth’s magnetic pole. The strength
of the Earth’s in-situ magnetic field is recorded and is taken into account in the
interpretation of the results. The EZ-Trac is used at sites where the disturbance to
the Earth’s magnetic pole is small. It cannot be used (or used only in a limited way) if
the borehole has a steel casing or is in the proximity of earth anchors, pipe curtains,
earth reinforcement, steel components or magnetically active rock. It is often possible
to use the EZ-Trac if only the start of the borehole is cased because the disturbance
to the Earth’s magnetic field decreases at depth. In this situation the position of the
cased borehole section is determined by means of geodetic measurement and by
extrapolation of the borehole direction from the undisturbed borehole section.
Important characteristics:
• Open uncased boreholes to great depths
• Probe size: Length: 1.03 m; diameter: 35 mm; the probe
should be centred in the borehole when measured
• Accuracy: slope: +/- 0.25°, azimuth: +/- 0.35°
• Gyrosmart
The Gyrosmart probe determines the direction of the borehole using a gyroscopic
compass. Within the probe a freely spinning gyroscope maintains the direction of
its axis of rotation. The direction of the probe with reference to this axis of rotation
is used to measure the direction of the borehole. Gyrosmart works independently
of the Earth’s magnetic field and therefore exhibits no magnetic deviation. However,
a deviation from the actual borehole direction can result from a rapid self-initiated
movement of the measuring probe. Gyrosmart is used mainly in boreholes having
a steel casing.
Important characteristics:
• Probe size: Length: 1.8 m; diameter: 40 mm; the probe should be centred in the
borehole when measured
• Vertical boreholes can only be measured with the aid of a calibration device
• Accuracy: slope: +/- 0.2° azimuth +/- 0.5°
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• Maxibor
Maxibor is an optical measuring deflectometer with an integrated angle gauge.
The probe is moved in a stepwise manner along the borehole, one half probe lengths
at a time. At each position the change in direction of the borehole with respect to the
previous measuring section is determined. Maxibor works independently of the
Earth’s magnetic field and therefore exhibits no magnetic deviation. Although the
Maxibor can have a deviation from the actual borehole direction due to an accumu-
lation of error along the borehole, its accuracy its quite high.
Important characteristics:
• The Maxibor is often used to measure cased, magnetically disturbed boreholes.
Typical applications are sub-horizontal boreholes for anchors, pipe curtains and
ground freezing
• Size of measuring probe: Length: 8.5 m or 6.5 m; diameter: 44 mm; the probe
should be centred in the borehole when measured
• Limitation: Not suitable for boreholes that are vertical or inclined up to +/- 10°
from the vertical
• Accuracy: 1/1000 of the
borehole length, i.e. over
a 100 m length of borehole
it is +/- 0.1 m from the
position of the borehole
Unique construction and measuring principle: An image of concentric rings is projected onto a sensor within the probe. The position of the projected rings on the sensor changes when the probe expe-riences a deflection while passing along the borehole. The position change allows the deflection to be measured.
• Borehole Inclinometer
The borehole inclinometer consists of a biaxial, high precision slope sensor. The
probe is kept aligned using stiff torsion installation rods. The probe is fitted with a
centring device and moved in a stepwise manner along the borehole. The influence
of errors is largely minimised because each measurement of the borehole inclination
is carried out at two positions.
Important characteristics:
• Suitable for the vertical direction and up to approx. +/- 10° from the plumb line.
Both cased or uncased boreholes can be measured. This probe is used mainly for
vertical boreholes up to a depth of about 50 m
• Probe Size: Length: 1.5 m; diameter: 70 mm; the probe should be centred in the
borehole when measured
• Accuracy: slope: +/- 0.5 mm/m, azimuth +/- 2°, typical value for 30 m is
+/- 20 mm
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FLEXIT: SmartTool drillhole survey result table.
Survey name : VV1INSurvey date : 29/09/2010 11:16:45Printed on 03.05.2011 07:48:01
Page 1 of 2
Station Dip Azimuth Easting Northing Elevation UpDown LeftRight ShortfallMetres Degrees Degrees Metres Metres Metres Metres Metres Metres
0.0 -7.67 261.00 0.00 0.00 0.00 0.00 0.00 0.006.0 -7.72 261.00 -5.87 -0.93 -0.80 0.00 0.00 0.00
12.0 -7.48 261.00 -11.75 -1.86 -1.60 0.01 0.00 0.0018.0 -6.56 261.00 -17.63 -2.79 -2.33 0.07 0.00 0.0024.0 -6.17 261.00 -23.52 -3.72 -3.00 0.21 0.00 0.0030.0 -6.01 261.00 -29.41 -4.66 -3.63 0.38 0.00 0.0036.0 -5.76 261.00 -35.31 -5.59 -4.25 0.56 0.00 -0.0142.0 -5.35 261.00 -41.20 -6.53 -4.83 0.79 0.00 -0.0148.0 -4.85 261.00 -47.11 -7.46 -5.36 1.06 0.00 -0.0254.0 -3.95 261.62 -53.02 -8.36 -5.82 1.40 0.03 -0.0360.0 -3.50 260.81 -58.94 -9.28 -6.21 1.81 0.05 -0.0466.0 -2.85 258.84 -64.83 -10.34 -6.54 2.28 -0.07 -0.0672.0 -2.39 260.14 -70.73 -11.43 -6.82 2.81 -0.23 -0.0978.0 -1.91 260.56 -76.64 -12.44 -7.04 3.39 -0.29 -0.1284.0 -1.92 261.27 -82.56 -13.38 -7.24 3.99 -0.30 -0.1590.0 -1.92 260.87 -88.48 -14.31 -7.44 4.59 -0.30 -0.1896.0 -2.79 261.22 -94.40 -15.25 -7.69 5.15 -0.29 -0.20
102.0 -3.51 261.43 -100.33 -16.15 -8.02 5.62 -0.26 -0.22108.0 -4.10 261.45 -106.25 -17.04 -8.42 6.03 -0.21 -0.23114.0 -4.77 261.19 -112.16 -17.94 -8.88 6.37 -0.18 -0.24120.0 -5.48 261.16 -118.07 -18.86 -9.42 6.63 -0.16 -0.25126.0 -6.02 261.35 -123.97 -19.77 -10.02 6.83 -0.13 -0.25132.0 -6.83 261.96 -129.87 -20.63 -10.69 6.96 -0.06 -0.26138.0 -7.27 262.01 -135.76 -21.46 -11.43 7.03 0.04 -0.26144.0 -7.75 261.66 -141.65 -22.31 -12.21 7.05 0.12 -0.26150.0 -8.34 261.54 -147.53 -23.18 -13.05 7.01 0.19 -0.26156.0 -8.85 261.65 -153.40 -24.04 -13.95 6.91 0.25 -0.26162.0 -9.49 261.59 -159.26 -24.91 -14.90 6.76 0.31 -0.26168.0 -9.93 261.57 -165.11 -25.77 -15.91 6.54 0.37 -0.27174.0 -10.42 261.53 -170.95 -26.64 -16.97 6.28 0.43 -0.27180.0 -10.98 262.20 -176.78 -27.48 -18.09 5.96 0.52 -0.28186.0 -11.51 262.43 -182.62 -28.26 -19.26 5.59 0.65 -0.29192.0 -11.87 262.54 -188.44 -29.03 -20.47 5.17 0.81 -0.31198.0 -12.19 262.75 -194.26 -29.78 -21.73 4.71 0.97 -0.33204.0 -12.60 262.77 -200.07 -30.52 -23.01 4.22 1.15 -0.35210.0 -12.83 262.21 -205.88 -31.29 -24.33 3.69 1.31 -0.38216.0 -13.11 262.02 -211.67 -32.09 -25.68 3.14 1.42 -0.41222.0 -13.40 262.13 -217.45 -32.89 -27.05 2.55 1.53 -0.44228.0 -13.76 262.04 -223.23 -33.70 -28.46 1.94 1.64 -0.47234.0 -14.20 261.92 -229.00 -34.51 -29.91 1.28 1.74 -0.51240.0 -14.60 261.95 -234.75 -35.32 -31.41 0.57 1.83 -0.55246.0 -15.05 262.57 -240.50 -36.10 -32.94 -0.17 1.96 -0.60252.0 -15.28 262.59 -246.24 -36.85 -34.51 -0.95 2.12 -0.65258.0 -15.57 263.13 -251.98 -37.57 -36.11 -1.76 2.31 -0.71264.0 -15.75 262.85 -257.71 -38.28 -37.73 -2.60 2.51 -0.77270.0 -15.81 262.40 -263.44 -39.02 -39.36 -3.44 2.67 -0.83276.0 -15.95 261.76 -269.15 -39.81 -41.00 -4.30 2.78 -0.89282.0 -16.06 261.43 -274.86 -40.66 -42.65 -5.17 2.84 -0.96288.0 -16.31 261.12 -280.56 -41.53 -44.32 -6.06 2.87 -1.02294.0 -16.55 261.49 -286.24 -42.40 -46.02 -6.97 2.90 -1.09300.0 -17.09 262.16 -291.93 -43.22 -47.76 -7.92 2.98 -1.17306.0 -17.37 260.70 -297.60 -44.07 -49.54 -8.92 3.03 -1.25
Solexperts AG
Mettlenbachstrasse 25
P.O. Box 81
8617 Mönchaltorf
Switzerland
Tel +41 (0) 44 806 29 29
Fax +41 (0) 44 806 29 30
www.solexperts.com
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Principle of Borehole Measurement
The relative borehole position is given by section-wise measurements of the slope
and direction (azimuth) over the length of the borehole. The position calculation assu-
mes that the borehole is uniform between the measuring points. For determination
of the absolute borehole position the coordinates, direction and slope at the start
of the borehole must be taken into account. The starting slope is measured using a
slope sensor and the direction is measured with an electronic magnetic compass, a
gyroscopic compass, an angle gauge or a measuring rod.
Data Acquisition, Evaluation and Presentation of Results
The data from all the systems are electronically measured and stored. Measurements
can be evaluated immediately after the survey is completet and the results can be
displayed graphically and numerically. The borehole position with depth is given
relative to a coordinate system or as a deviation from a given initial borehole direction
and slope.
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