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Precision Monitoring Inc . ISM Micropile Test Instrumentation Precision Monitoring Inc . ISM Micropile Our Scope 1. Design two engineered fills with 10 kPa and 20 kPa shear. (Thanks - Wing) 2. Set-up instrumentation to monitor


  1. Precision Monitoring Inc . ISM Micropile Test Instrumentation

  2. Precision Monitoring Inc . ISM Micropile – Our Scope 1. Design two engineered fills – with 10 kPa and 20 kPa shear. (Thanks - Wing) 2. Set-up instrumentation to monitor – load, displacement and bending in real-time (Thanks to Ivan and Gabriel, Measurand). 3. Set-Up video and data feed between the two locations (Thanks to Lewko).

  3. Precision Monitoring Inc . 1. Engineered Fills • Literature search and discussions plastic slurry wall and cement- bentonite specialists. • Feedback and previous experience gave us a starting point plus warnings about predictability and repeatability. • Starting point - grouts consisting of 6.5% bentonite slurries mixed with percentages by weight of cement, ranging from 2% to 12%.

  4. Precision Monitoring Inc . 1. Engineered Fills • Shear testing - ASTM standard test method for laboratory miniature vane shear test (ASTM D 4648-05). • Initial results lower than expected.

  5. Precision Monitoring Inc . 1. Engineered Fills • Additional mixes of 14%, 16%, 18% and 20% cement mixes were batched to extend the data set to greater shear strengths. • Two distinct curves from each data set? • A smaller mixer and half batches for the first set of tests and larger mixer and full batches for the second set of tests.

  6. Grout Shear Strength 90 Precision Monitoring Inc . 80 7 Day Tests 2%-12% 70 15 Day Tests 2%-12% 7 Day Averages 15 Day Averages 60 7 Day Tests 14%-20% Shear Strength (kPa) 50 Extrapolated from 40 second set of tests 7 day shear strengths. 30 Extrapolated from first 20 set of tests 14 day shear strengths. 10 0 0% 2% 4% 6% 8% 10% 12% 14% 16% 18% 20% 2 Cement %

  7. Precision Monitoring Inc . 2. Real-Time Instrumentation: • Cap displacement in relation to the applied load • Displacement vs. load in plotted on screen in real-time • Bending or buckling of the bar. • Movement of the reaction piles. • Archive data

  8. Precision Monitoring Inc . The Set up Reaction Tiedown Beam 4) As a safety precaution, see the pullout motion 2) Measure Jack on reaction piles the pressure applied by the jack Micropile 1) Monitor the displacement of 3) Observe any the cap bending or buckling of the micropile

  9. Precision Monitoring Inc . LVDT’s • Linear Variable differential Transformer -- Instruments similar in function to electronic dial gauges. – Accurate and precise as dial gauges and infinity resolution. – More suitable for rugged site conditions, and unlike dial gauges, interface easily with computers. =

  10. Precision Monitoring Inc . Pressure Transducer – This sensor transforms pressure into an analogue electrical signal. – Easily connected to a datalogger or a computer.

  11. Precision Monitoring Inc . Measurand ShapeAccelArray • Measurand ShapeAccelArray – A series of sensor (accelerometers) linked together (MEMS Technology). – It produces a 3D representation of the borehole, bar, etc. – Better resolution that a series of in-place inclinometers.

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  14. Precision Monitoring Inc . The method used: • To see the vertical movement of the cap, four LVDT’s were placed on the cap. • The pressure transducer was attached to the hydraulic jack. • Each tie-down also had a LVDT for any possible pull-out during the test. • A ShapeAccelArray was inserted inside the micropile to see any bending during the compression.

  15. Precision Monitoring Inc . • All LVDT’s and the pressure transducer were connected to a datalogger that collected readings every second. • A graph showing the Displacement vs. Load was produced in real time. • Using Measurand SAArecorder software, the bending of the bar was monitored as the bar was loaded.

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  18. Precision Monitoring Inc . ShapeAccelArray Screen shot Hewlett Packard Displacement vs. Load graph

  19. Lessons Learned Precision Monitoring Inc . • SAA – installation details 1. annulus webbing or no webbing 2 to 4 mm ? 2. supported on bottom / hung from top

  20. Precision Monitoring Inc . Conclusions • Engineered fill shear values lower than design targets: 15 kPa and 2 to 3 kPa • The LVDT’s, pressure transducers, datalogger and related software worked as expected. • ShapeAccelArray and Measurand’s software worked well. We gained experience regarding installation details and using the instrument as a real-time monitoring instrument. • All the instrumentation performed as it was designed to: providing accurate measurements and allowing further analysis after the test. • Video and Data Feed – See it later today.

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