Soil Testing Instrumentation Capabilities
Our instrumentation capabilities include the installations of modern sensors, transducers, and data logging systems to acquire field measurements for:
- Plate Load Testing
- Load Testing of footings and pile foundations
- In-situ pore water pressure measurements using vibrating wire piezometers, as well as pneumatic piezometers.
- Strain gauge applications (we install and instrument foil strain gauges to structural elements)
- Measurements of loads, pressures, and displacements using load cells, pressure transducers, and LVDTs
- Dynamic measurements of displacement on foundations (structural members)
- Wave velocity measurements using proximitors, geophones, and accelerometers
- In-situ electric conductivity of soils using the Wenner four-point method
Measurement of soils peak particle velocities during pile driving or sheetpile vibratory installation
Gallery
![Plate load test configuration. The load-displacement test response is used to determine the modulus of subgrade reaction.](https://indepthgeotechnical.com/wp-content/uploads/cache/2018/03/3300/609512123.jpg)
Plate load test configuration. The load-displacement test response is used to determine the modulus of subgrade reaction.
![Instrumentation
Load testing of a micropile. The yellow reference beams support the LVDT displacement sensors. Our instrumentation capabilities include the measurement of displacements, forces, strains, pressures, for both static and dynamic applications.](https://indepthgeotechnical.com/wp-content/uploads/cache/2018/03/3302/2270121409.jpg)
Instrumentation
Load testing of a micropile. The yellow reference beams support the LVDT displacement sensors. Our instrumentation capabilities include the measurement of displacements, forces, strains, pressures, for both static and dynamic applications.
![Cantilevered aluminum beam instrumented with a LVDT displacement transducer and a triaxial accelerometer unit. The purpose of the setup is to correlate the responses between the displacement transducer and the acceleration-based transducer.](https://indepthgeotechnical.com/wp-content/uploads/cache/2018/03/3303/3603095164.jpg)
Cantilevered aluminum beam instrumented with a LVDT displacement transducer and a triaxial accelerometer unit. The purpose of the setup is to correlate the responses between the displacement transducer and the acceleration-based transducer.
![For the cantilevered beam under a free vibration excitation, the velocities captured from the accelerometer and LVDT are closely matched. This comparison provides a high degree of confidence in our dynamic measurements. Redundant measurements using different types of transducers are essential to ensure good quality data.](https://indepthgeotechnical.com/wp-content/uploads/cache/2018/03/3304/2332667536.jpg)
For the cantilevered beam under a free vibration excitation, the velocities captured from the accelerometer and LVDT are closely matched. This comparison provides a high degree of confidence in our dynamic measurements. Redundant measurements using different types of transducers are essential to ensure good quality data.