Lab Products

Network & Drivers 10

• FAQ - How to request a license
• Network & Drivers - I: Network Card and Driver Installation
• Network & Drivers - II: Unit Connection (Daisy Chain)
• Network & Drivers - III: Wrong Node ID
• Network & Drivers - IV: Computer Sleep Mode

View all 10

Calibration 13

• How to calibrate GeoComp Lab Systems - I: LoadTrac II and FlowTrac II
• How to calibrate GeoComp Lab Systems - II: ShearTrac II
• How to calibrate GeoComp Lab Systems - III: LoadTrac III
• How to calibrate GeoComp Lab Systems - IV: Machine Compressibility
• How to calibrate GeoComp Lab Systems - V: Resilient Modulus System

View all 13

Power Requirements 1

• Power requirements for GeoComp Lab Systems

PC Requirements 1

• PC Requirements

Maintenance 3

• Maintenance - I: FlowTrac II
• Maintenance - II: LoadTrac II/LoadTrac III
• Maintenance - III: ShearTrac II/ShearTrac III

System Settings 1

• Upload System Settings - Version 5

Version 4 or older 1

• GEOCOMP LAB SYSTEMS - VERSION 4 - BATTERY

Geocomp Systems 2

• VIDEO - LoadTrac II System Features & Capabilities
• Fuse replacement

ICONP 1

• VIDEO - Automated Incremental Consolidation Testing

CDSS 1

• Active Control vs. Passive Control

DS 1

• VIDEO - Direct Shear test

Cyclic and Dynamic Laboratory Tests 8

• A Fully Automated Computer Controlled Resilient Modulus Testing System
• Effect of Static Shear Stress on the Cyclic Resistance of Sands
• Experimental Study of Strain Dependent Shear Modulus of Ottawa Sand
• Site-Specific Relationship for Strain Dependent Shear Modulus and Damping Using In Situ Vs and High Strain Cyclic Test Results
• Development of a Large-Size Cyclic Direct Simple Shear Device for Characterization of Ground Materials with Oversized Particles

View all 8

Automated Laboratory Testing 3

• Application of Automated Laboratory Tests to Minnesota D.O.T. Highway Project Characterization
• Experiences with Automated Geotechnical Testing
• State of the Practice: Geotechnical Laboratory Testing

Shear Strength of Soils 3

• DSS Test Results Using Wire-Reinforced Membranes and Stacked Rings
• Improved Soil Property Classification Through Automated Triaxial Stress Path Testing
• Universal Shear Device

Geosynthetic Materials 0