News

Trimble R12i GNSS with TIP technology achieves improved horizontal accuracy of 3 mm + 0.15 mm/° starting with firmware 6.43, enabling highly accurate tilted measurements even in complex environments.

In this video, we will show you an experiment carried out in Met Park, with the aim of obtaining a georeferenced point cloud using SLAM Exyn Nexys technology.

We announce the official launch and incorporation of GNSS receivers from the Australian company Kurloo into our Geomonitoring portfolio.

THURSDAY, AUGUST 21 | 09:00 AM TO 01:30 PM | GEOCOM STUDIES CENTER

In this workshop, we will present different examples developed with TBC (Trimble Business Center) tools to optimize the GNSS network design, processing, adjustment, and deliverables process.

IonoGuard works on Trimble GNSS receivers that operate with the ProPoint real-time processing engine (R12i, R780, R750, R10-2, SP100, Alloy)

THURSDAY, JANUARY 16 | 09:00 AM TO 04:30 PM | GEOCOM STUDY CENTER

In this workshop, we will present different examples developed with TBC (Trimble Business Center) tools to optimize the process of GNSS network design, processing, adjustment, and deliverables.

This article reviews the impact of the solar cycle and ionospheric scintillation on GNSS users and manufacturers. In addition, GEOCOM's developments and technology to mitigate these effects on satellite positioning are presented.

Trimble has delved deeper into the PPP technique through Trimble RTX, which can be used either in real-time or post-processing. Now, in terms of compatibility, the questions that arise are: Is RTX compatible with determinations made in RTK? Can RTX and RTK data coexist in the same project?

GNSS in its RTK mode has become a standard for conducting topographic surveys due to its high productivity and ease of observation. Furthermore, by adding automatic drawing tools, the use of GNSS is tremendously beneficial.

To compare the determination of height differences using GNSS and total station, a 5 km itinerary is carried out, consisting of 11 materialized points spaced every 500 m, producing a total of 10 height differences, which are observed directly using GNSS and total station.