Geotechnical instrumentation consists of measuring the response of the ground to certain variations in the conditions of its environment, which may be due to the execution of works or natural phenomena. The supervision of the structural and geotechnical safety of structures and infrastructures during their construction and once in service, consists of measuring and controlling geotechnical and structural parameters in a continuous and real-time manner, in any type of structure or foundation.
Its objective is to monitor and control the evolution of movements, deformations, cracks and other geotechnical parameters in soils and rocks, as well as pressures and water levels in the interior of the land.
The purpose of geotechnical instrumentation at Intellitest is to determine the behavior and characteristics of the terrain to predict its evolution against loads, movements, thrusts and other actions, both natural and induced by the works. The planning of an instrumentation program requires choosing the magnitudes to be measured and the type of instruments to be used, among others we can talk about:
The frequency of the readings and the collection of the data depends on the magnitudes to be measured and the speed of the process to be controlled. The readings can be manual or automatic. The first ones are indicated in cases in which the number of sensors or points of registration is small, the periodicity in the data collection is weekly or greater and the points of readings are easily accessible.
The choice of the data collection system is conditioned by the number of sensors and characteristics of the same, frequency of readings, number of data to be treated, speed with which the treatment and interpretation must be performed, location and accessibility of the place and location of the sensors.
Cyclic Triaxial / Dynamic Triaxial
Fully Automated Cyclic Triaxial
Resilient Modulus
Resonant Column Apparatus
Torsional Shear RCTS
Automated Triaxial System
Stress Path Triaxial System
Computerised Triaxial System
Digital Triaxial System
Automated Consolidation System
Digital Consolidation System
Constant Rate of Strain Consolidation
Fully Automated Swell Test
ROW Consolidation
Incremental Consolidation
Three Gang Consolidation
Fully Automated Unconfined Compression UC
Automated Direct Shear
Fully Automated Residual Shear
Direct Simple Shear
Cyclic Simple Shear
Large Shear / Interface Shear /Shear Trac
Digital Standard Penetration Test SPT
Cone Penetration Test CPT
Digital CBR
CBR Apparatus
Density Gauge
Light Weight Deflectometer
Plate Load Test
Fully Automated Permeability
Constant Head Permeability Permeability
Digital Field Vane Shear
Geotextile Tensile Testing Machine
Geotextile Puncture Test
High Temperature High Pressure Rock Triaxial
Fully Automated Rock Triaxial
Rock Traxial System
Rock Interface Shear
Goodman Jack
Dilatometer
Soil Density Gauge
Electrical Density Gauge
3D Photogrammetry
Area Distance Volume