Geotechnical instrumentation and monitoring, from design to data

PICO designs instrumentation programs, directs their installation, maintains instruments and remote monitoring systems, and analyzes the data, taking on whichever phases a project calls for. For contractors, engineering companies, and public agencies, anywhere in California.

  1. Instrumentation design

    The instrumentation program is designed by a licensed geotechnical engineer, working from the project’s plans and specifications and accounting for the contractor’s sequence of construction: what the work may do to the ground and adjacent structures, and which instruments will provide early detection.

    An engineer in a hard hat and high-visibility vest reviewing a retaining wall section and soil profile sheet beside an excavation.

    Included

    • Instrumentation plan
    • Instrument selection and specification
    • Threshold values set with the design engineer
    • Monitoring frequency and reporting schedule
    • Instrumentation data submittal package for the client
  2. Field installation

    Installation is carried out by a licensed contractor in accordance with the instrumentation plans. PICO handles permitting, instrument acquisition, and subcontractor coordination, directs the installation, then calibrates each instrument and takes its initial baseline readings before it goes live.

    A drill crew guiding casing into a borehole beside a track-mounted drill rig on a city street.

    Included

    • Permitting
    • Instrument acquisition
    • Subcontractor coordination
    • Instrument layout in the field
    • Direction of the contractor’s crew
    • Instrument calibration
    • Baseline readings
    • Hardware programming and commissioning
    • As-built instrument locations
  3. Monitoring and maintenance

    Instruments must report reliable data to be useful, so throughout the project PICO keeps them working: routine site visits, batteries and hardware monitored and serviced before they fail, reading frequency raised when the work gets close and lowered when it moves on. When the need for an instrument ends, PICO decommissions it.

    An engineer kneeling in tall grass to service an open data logger enclosure mounted on a post beneath a solar panel.

    Included

    • Routine site visits
    • Battery and hardware maintenance
    • Reading-frequency changes as construction phases change
    • Threshold review with the design engineer
    • Instrument repair or replacement
    • Decommissioning and removal at the end of the project
  4. Data on PICO Monitoring

    Readings are uploaded to PICO Monitoring at each instrument’s reporting interval. Plots are customizable and show the thresholds set for each instrument. When a reading exceeds a threshold, key personnel are alerted by email or SMS. The entire project team works from the same plots and the same site map. Monitoring reports are produced to the contract’s specification.

    PICO Monitoring →

    Inclinometer depth profiles of lateral displacement to 80 feet: successive readings bulge outward above 20 feet, the latest reaching 1.0 inch, past the dashed 0.75-inch line and inside the 1.25-inch line.

    Included

    • Readings on a set reporting interval
    • Thresholds drawn on the data plots
    • Alerts to named recipients when a reading crosses threshold values
    • Site map of the instruments
    • Monitoring reports to the contract’s specification
    • Role-based access for the project team
  5. Licensed engineering analysis

    When engineering analysis is requested, a licensed geotechnical engineer reviews the readings and the monitoring reports, analyzes threshold exceedances, and identifies the trend heading toward one, with advice the project team can act on.

    Included

    • Engineering review of monitoring reports
    • Engineer’s analysis of threshold exceedances
    • Trend identification ahead of the threshold
    • Attendance at construction meetings when instrumentation data drives a decision

What PICO instruments, and where

Instruments

Piezometers
Pore pressure in the ground and behind walls, vibrating-wire and standpipe.
Inclinometers
Lateral movement of shoring, slopes, and landslides, read in-place or by probe.
Extensometers
Displacement between anchors in rock, soil, and structures, single- and multi-point.
Tiltmeters
Rotation of walls, buildings, and bridge elements adjacent to the work.
Crackmeters
Movement across existing cracks and joints in adjacent structures.
Strain gauges
Load in struts, walers, piles, and reinforcement.
Settlement cells and points
Ground and structure settlement, at the surface and at depth.
Load cells
Load in tiebacks, anchors, and struts.
Utility monitoring points
Settlement and movement of pipelines and utilities beside or beneath the work.
Automatic total stations
Three-dimensional movement of survey prisms, read automatically on a set interval.
Survey prisms
Targets on structures, walls, and track, read by total station.
Vibration monitors
Ground and structure vibration from piling, demolition, and heavy equipment.
Noise monitors
Construction noise at the site boundary and at sensitive neighbors.

Projects

Deep excavations
Shoring movement, ground loss, and groundwater around the excavation.
Tunnels and shafts
Settlement troughs, convergence, and the structures over the alignment.
Shoring and retaining walls
Deflection, anchor loads, and pore pressure behind the wall.
Adjacent-structure monitoring
Buildings, utilities, and rail beside the work.
Dams and levees
Seepage, pore pressure, and movement through construction and after.
Bridges and transit
Foundations, abutments, and structures beside or over the work.
Slopes and landslides
Movement at depth and the groundwater that drives it.
Embankments and surcharge
Settlement and pore pressure during consolidation.

Statement of Qualifications

PICO’s general Statement of Qualifications — one document for your team.

  • Firm data
  • Core competencies
  • Relevant experience
  • Contact