Technical Papers

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Shaoxing EPA (PM2.5 monitoring network)

SCS Engineers (Remediation dust monitoring)

SISK Group (Construction dust emissions)

Tonglu EPA (PM2.5 monitoring Network)

Road Metals Quarry (Aggregate quarry)

Ridley Coal Terminals (Coal handling terminal)

Emirates Aluminium (Dust monitoring at world’s largest aluminium smelter)[/vc_column_text][/qode_accordion_tab][qode_accordion_tab title=”Fiber Optic Sensors” title_tag=”h2″][vc_column_text]
Use of Optical Fiber Bragg Grating for Geogrid Strain Measurements

Fiber Optic Sensored Geotechnical Testing and Field Monitoring

Field Monitoring of Shield Tunnel Lining Using Optical Fiber Bragg Grating Based Sensors

Integrated Pore Water Pressure and Displacement Profile Monitoring in Ground

Integrated Pore water Pressure and Ground Subsidence Profile Monitoring

Characterization of Reservoir Sediment Under Water with Differential Pressure Sensored Flat Dilatometer and Piezo-Penetrometer

Ground Stability Monitoring with Pore Water Pressure and Displacement Profile Measurements

Soils and Foundations – Stability Monitoring of Rainfall Induced Deep Landslides Through Pore pressure Profile Measurements

A Fiber Optic Sensored Triaxial Testing Device

Recommended Layout of Instrumentation to Monitor Potential Movement of MSE Walls, Berms and Slopes

Field Monitoring of Pore Water Pressure Profile in a Slope Subjected to Heavy Rainfalls

Contribution of Fibre-optic Geosynthetic Instrumentation for the Monitoring of Rehabilitated Failed Slope

Development of a Chirped / Differential Optical Fiber Bragg Grating Pressure Sensor

Development of Optic Fiber Bragg Grating Displacement and Pressure Sensors

Safety Monitoring of the Yellow River Dike – A Feasibility Study on Various Instrumentation Schemes

Development of a Fiber Bragg Grating Sensored Ground Movement Monitoring System

Field Monitoring of Pore Water Pressure Profile in a Slope Subjected to Heavy Rainfalls

Ground Movement Monitoring Using an Optic Fiber Bragg Grated Sensored System

Monitoring Displacement Distribution Within the Rock Mass During a Plate Load Test

Geotextile Strain in a Full Scale Reinforced Test Embankment[/vc_column_text][/qode_accordion_tab][qode_accordion_tab title=”Water & Piezometers” title_tag=”h2″][vc_column_text]
Fully Grouted Piezometers GIN[/vc_column_text][/qode_accordion_tab][qode_accordion_tab title=”AMTS” title_tag=”h2″][vc_column_text]
AMTS Technical Paper[/vc_column_text][/qode_accordion_tab][qode_accordion_tab title=”Air Quality” title_tag=”h2″][vc_column_text]
Air Quality – Power Operations[/vc_column_text][vc_column_text]
Air Quality Monitoring Solutions[/vc_column_text][/qode_accordion_tab][qode_accordion_tab title=”Solar” title_tag=”h2″][vc_column_text]
Solar[/vc_column_text][/qode_accordion_tab][/qode_accordion][/vc_column][/vc_row]