 
          20
        
        
          Geotechnical News    September 2011
        
        
          GEOTECHNICAL INSTRUMENTATION NEWS
        
        
          • RVs must recognize the changes
        
        
          that occur from causes other than
        
        
          construction.
        
        
          • RVs
        
        
          
            s
          
        
        
          hould be several times larger
        
        
          than the accuracy of measured
        
        
          changes (those last four words are
        
        
          very carefully chosen).
        
        
          Closure
        
        
          Please send contributions to this
        
        
          column, or an abstract of an article for
        
        
          GIN, to me as an e-mail attachment
        
        
          in MSWord, to john@dunnicliff.
        
        
          eclipse.co.uk, or by mail: Little Leat,
        
        
          Whisselwell, Bovey Tracey, Devon
        
        
          TQ13 9LA, England. Tel. +44-1626-
        
        
          832919.
        
        
          Alla salute! (Italy)
        
        
          P.S. For those of you who are not
        
        
          long term readers of GIN, here’s the
        
        
          background to the line just above.
        
        
          Soon after GIN was born in 1994 a
        
        
          colleague gave me a beer mat inscribed
        
        
          with about a dozen drinking toasts, in
        
        
          different languages. We agreed that
        
        
          they would make appropriate endings
        
        
          to GIN ‘columns’. “Alla salute!” is the
        
        
          sixty-seventh different toast to end a
        
        
          column.
        
        
          Alla salute!
        
        
          Interchangeability of MEMS Digital
        
        
          Inclinometer Probes
        
        
          Brian Tigani and Rolando Rongo
        
        
          This article examines the data collected
        
        
          with
        
        
          Micro-Electro-Mechanical
        
        
          Systems
        
        
          (MEMS)
        
        
          inclinometer
        
        
          probes, using inclinometer probes
        
        
          manufactured by RST Instruments Ltd.
        
        
          History
        
        
          Inclinometer systems consist of casings
        
        
          with alignment grooves, inclination
        
        
          sensing probes, communication cables
        
        
          and readout devices. The casing is
        
        
          placed into the ground or attached to a
        
        
          structure which is anticipated to move
        
        
          and the equipment is used to monitor
        
        
          any deformation perpendicular to the
        
        
          alignment of the casing.
        
        
          Stanley D. Wilson, creator of the
        
        
          “slope inclinometer” in 1954 and co-
        
        
          founder of Slope Indicator Company
        
        
          produced the first production model
        
        
          inclinometer in 1957. Wilson original-
        
        
          ly attached his inclinometer casing to
        
        
          sheet piling. There has been a tendency
        
        
          to use inclinometers more for dam and
        
        
          soil shear measurements. The major-
        
        
          ity of inclinometers at Monir Precision
        
        
          Monitoring Inc. are used for monitor-
        
        
          ing support of excavation walls.
        
        
          The Survey Process
        
        
          Analogue vs. Digital (MEMS)
        
        
          Analogue inclinometer probes have
        
        
          been in use since 1957; however they
        
        
          are not interchangeable. Each probe
        
        
          has its own characteristics and is
        
        
          sensitive to shock and temperature
        
        
          (range: -20 to +50 deg. C) which
        
        
          amplify these characteristics. As a
        
        
          result, the probe used to make an initial
        
        
          reading was thereafter the only probe
        
        
          which could be used reliably to survey
        
        
          that installation. Unlike analogue
        
        
          systems, the MEMS are less sensitive
        
        
          to shock and temperature (range: -40
        
        
          to 70 deg. C), minimizing such probe
        
        
          characteristics. Also the MEMS system
        
        
          which was tested aids in technician
        
        
          repeatability. For example, the cable
        
        
          grip ensures all technicians read at the
        
        
          same top reference mark, unlike the
        
        
          pulley/cleat assembly typically used
        
        
          with analogue systems.
        
        
          Data Gathering and Analysis
        
        
          If different probes survey installations
        
        
          differently, data gathering with only one
        
        
          probe may be a liability in the event of
        
        
          later unavailability for reasons such as;
        
        
          damage, loss, calibration or scheduling
        
        
          conflicts. To address this concern,
        
        
          Monir chooses to take initial readings
        
        
          of every installation with two probes;
        
        
          in the past with analogue and presently
        
        
          with digital. This ensures accurate
        
        
          surveys could always be collected. If a
        
        
          probe is away for its yearly calibration
        
        
          or simply not available, a survey can
        
        
          then be taken without delay.
        
        
          When first introduced at Monir, we
        
        
          employed the same protocols with the
        
        
          MEMS system, as it was understood
        
        
          that these probes were also not inter-
        
        
          changeable. The manufacturer states
        
        
          data gathered from
        
        
          
            one
          
        
        
          probe are re-
        
        
          peatable over 25m of depth to within
        
        
          2mm, (RSTmanual, October 12, 2010).
        
        
          When we make initial surveys of an
        
        
          installation, multiple sets of surveys
        
        
          are taken using two probes to confirm
        
        
          the casing initial position within 1mm
        
        
          over 25m of depth (as compared with
        
        
          2mm for the manufacturer’s specifica-
        
        
          tions). This practice was adopted when
        
        
          attached (not borehole) installation
        
        
          depths in the Toronto area were short,
        
        
          typically 15m. Installation depths for
        
        
          this study ranged from 6.7m to 32.3m.
        
        
          As we gathered data using different
        
        
          MEMS equipment we began to see a
        
        
          clear trend of interchangeability based
        
        
          on our above criterion. With this trend
        
        
          we questioned the duplicated survey
        
        
          approach and decided in September of
        
        
          2008 to further analyze our data. It was
        
        
          one thing to get repeatable initial sur-
        
        
          veys but another to ensure such repeat-
        
        
          ability for moving installations.
        
        
          The only way to show that probes
        
        
          were interchangeable was to take con-
        
        
          secutive surveys with
        
        
          
            multiple
          
        
        
          systems
        
        
          and use our above criterion for repeat-
        
        
          ability. So in addition to two sets of ini-
        
        
          tial readings with different probes, we