GEO-Instruments automated monitoring trackside
Automated motorised total stations (AMTS)

Automated motorised total stations (AMTS) are an advanced and autonomous optical monitoring system built around a high precision total station.

Technology image hydrostatic levelling cells
Hydrostatic levelling cells

Hydrostatic levelling cell systems precisely measure vertical structural movement be it settlement or heave, in real-time, using a network of connected sensors.

GEO-Instruments' wireless sensor
Wireless sensors

Wireless sensors and interfaces provide high precision, low noise measurements, wireless communications and long battery life.

GEO-Instruments installing shape accel array
Shape accel arrays

Shape arrays are advanced inclinometer-like instruments used for monitoring settlement, movement and vibration.

GEO-Instruments fibre optic sensors
Fibre optic sensors

Fibre optic technology is a new, innovative method of measuring strains in structures and geotechnical processes, using light, rather than electric current, as the signal carrier.

Technology image vibration monitor
Vibration and noise monitors

Automated vibration monitoring provides a reliable and cost-effective way to control construction noise and vibration, protecting project owners, construction companies, and nearby properties.

GEO-Instruments dust monitor
Dust monitors

Automated dust monitoring is a cost-effective way to verify dust mitigation measures and maintain good community relations.

Deep foundation load tests
Deep foundation load tests

These tests allow us to verify the actual bearing capacity of completed foundations. They are the only methods that help confirm whether a foundation has been designed and constructed properly, and therefore whether it meets the ultimate and serviceability limit state requirements.

Deep foundation quality tests
Deep foundation quality tests

Continuity testing of special foundations permits a quick verification of completed foundations. These tests make it is possible to check even large working areas in a very short time and to verify whether the foundations are continuous and their length corresponds to design assumptions.