CCGE - Research and Development

CCGE has always maintained a tight integration with the academic environment at the University of New Brunswick. Our clients often require unique solutions to difficult problems. The long history and strong relationships between CCGE and other top researchers is represents a level of expertise that is virtually unmatched at any other company or academic institution.

When not actively pursuing solutions for clients, CCGE-sponsored graduate students and researchers are constantly seeking answers to the question: "How can this be done better?"

Results of cutting-edge research immediately find their way into our products and services. There is no wait for the "trickle-down" effect - when a new method or innovation is found, it is implemented.

Major R&D initiatives:

Development of Fully Automated Deformation Monitoring Software
Evaluation and Development of Pseudolite Systems
Optimal Combination of InSAR With Terrestrial Monitoring Techniques
Optimization of Smoothing Techniques in Alignment Surveys of High Precision (e.g. Particle Accelerators)
Numerical Modelling of Geomechanical Problems
Numerical Modelling of Changes in the Rock Mass Due to Mining Activity

Development of Fully Automated Deformation Monitoring Software
	Enhancement of ALERT software Development of a fully automated RTS/GPS monitoring system Minimisation of environmental effects (atmospheric refraction, tropospheric delay, etc.) [Back to top]
Evaluation and Development of Pseudolite Systems
	Monitoring of deformations and vibrations using GPS/PLS system Underground navigation (stand-alone PLSs) [Back to top]
Optimal Combination of InSAR With Terrestrial Monitoring Techniques
	[Back to top]
Optimization of Smoothing Techniques in Alignment Surveys of High Precision (e.g. Particle Accelerators)
	[Back to top]
Numerical Modelling of Geomechanical Problems
	Change of geotechnical parameters due to water saturation in earth dams Determination of the Young modulus distribution in earth dams [Back to top]
Numerical Modelling of Changes in the Rock Mass Due to Mining Activity
	Determination of the global model of rock mass behaviour due to mining activity Modelling of ground subsidence Modelling of stress redistribution Modelling of hydrological changes Error propagation in FEM Enhancement of FEMMA scientific software [Back to top]


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