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Home
Tunnels & Trenchless
Site Investigations
Claims & DSC Services
Geo Hazards
Pipelines
Mines & Quarries
Pledge 1%
More
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  • Mines & Quarries
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Rock cores extracted through MTBM cutter wheel

DSC Claims, Forensics & Dispute Resolution Services

Desktop Services

Desktop Services

It is GGI's goal to help contractors, owners and designers develop successful underground projects from start to finish. In underground construction when ground behaves in unanticipated ways, a good engineering geologist is key to success! 

Desktop Services

Desktop Services

Desktop Services

  • Design Document Review
  • Geotech Data Reports
  • Dispute Resolution
  • Forensic Investigations

Field Services

Desktop Services

Field Services

  • Differing Site Conditions Investigation
  • Tunnel face mapping
  • Documenting encountered ground conditions

Representative DSC Claims & Dispute Projects

Core drills through MTBM face

Atoka Water Transmission Tunnels, Oklahoma - DSC Site Investigation

Golden Geotechnics was contracted by the MTBM tunnel contractor during construction to provide a multi-phase geologic investigation that included rock core boreholes to accurately characterize the complex lithologies on the site. The investigation was able to show that the conglomerate was an order of magnitude stronger than baselined and abrasivity values four times the baselined value to support the differing site condition claim. 

Test pit site investigation

I-76 MTBM Crossing, CO - DSC Site Investigation

Golden Geotechnics was contracted by the MTBM tunnel contractor mid drive to investigate the cause of the total wear of the outer tooling on the MTBM that had significantly reduced MTBM penetration rate. GGI Principal Geologist performed a two phased site investigation to evaluate the potential for higher abrasivity ground than had been baselined, first with a continuous soil core and then with a vibratory sonic rig with switchable rock coring.  

Tunnel alignment

North Interceptor Sewer Replacement, NY - DSC Design and Encountered Ground Conditions Assessment

For three tunnel reaches of 60-inch sanitary sewer the ground was characterized as a soft shale but during shaft construction the contractor encountered low-grade metamorphosed slate that was not characterized during design, and instead the ground behaved as a mixed face condition creating multiple issues. Golden Geotechnics was contracted by the MTBM tunnel contractor's team to  recharacterize the ground conditions to support the differing site condition claim for the first two reaches and made recommendations to the contractor’s cutter wheel retooling and separation unit to improve capacity.  

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