
The UTS-2060.SMPR Automatic Direct / Residual Shear Test Machine is motorized and floor mounted, its test range covers the determination of consolidated drained shear strength of a soil material by direct shear.
Overview | GX1 vs GX2 | SUE & Utilities | Structures & Pavements | Software & Outputs | Case Studies | Specifications | Support
Collect high-density, georeferenced GPR data across wide areas and view the subsurface in 3D as you scan. Choose the GX2 array for SUE and utility mapping, or the GX1 array for structural, bridge and pavement investigations.
Best suited to:
Best suited to:
Recommended array: GX2
Recommended array: GX1
Cover more ground
Collect multiple parallel profiles in one pass instead of uilding a grid line by line.
See results during acquisition
View georeferenced radargrams and time-slice information in the field rather than waiting until the data is returned to the office.
Produce repeatable mapped data
Combine wheel-positioned GPR data with GNSS, project coordinates and survey linework.
Use one platform for two very different applications
Exchange GX1 and GX2 arrays without purchasing two complete cart platforms.
The GX2 transforms the GS9000 into a high-density subsurface utility mapping system. Its 11-channel, low-frequency GPR array captures an 83 cm-wide swath in each pass, helping operators detect and map buried pipes, ducts, cables, voids and other subsurface features. Live georeferenced data lets SUE teams review coverage on site and produce accurate CAD, GIS and project-coordinate deliverables.
1. Plan the survey
Load satellite imagery, CAD information, project coordinates or survey control.
2. Collect dense multichannel data
Survey an approximately 0.82 m-wide swath with 11 channels in each pass.
3. Review data live
Examine radargrams, georeferenced time slices and marked features while still on site.
4. Interpret and digitise
Add points, linework, tags, photographs and field observations.
5. Process and deliver
Merge survey areas, apply processing and export mapped information for the customer’s CAD, GIS or reporting workflow.
The Automatic Direct Residual Shear Test Machine is supplied complete with;
The Automatic Direct / Residual Shear Test Machine is supplied complete with load hanger, carriage assembly and an integral 9:1, 10:1 and 11:1 lever loading device. The apparatus is also motorized and floor mounted. The beam loading device, which is used to strengthen the vertical load on the shear box assembly, can hold up to 50 kg of weight. The total load on the specimen can reach up to 5 kN.
The machine is compatible with a range of square and round shear box assemblies. All shear box assemblies are designed to contain water that surrounds the specimen. The Assemblies consist of a shear box with a rigid wall square or round hole complete with a vertical loading pad grooved back face, a grooved retaining plate, 2 pcs. porous plates, 2 pcs. plane grids and 2 pcs. perforated grids.
The direct shear test apparatus is controlled by a high-resolution servomotor and gear box assembly. Speed range is fully stepless variable over the range 0.00001 to 9.99999 mm/min for both direction (forward and reverse). After test the reverse speed is 10 mm/min.). a 5 kN load cell is used for load measurement, 10 x 0.001 mm and 25 x 0.001 mm sensitivity linear potentiometric transducers are used for vertical and horizontal displacement measurements respectively. Displacement limits are controlled by limit switch.
The required Shear Box Assembly, Slotted Weight Set and other optional accessories including specimens cutter and extrusion dolly should be ordered separately
Both the maximum and resilient shear stress can be calculated by the Software. After three runs, the software is able to use the best straight line to calculate the cohesion value "c" and the shear resistance angle "φ".
Consolidation
Shear


Shear boxes are split mid-way and can move applying a shear stress. A loading is also applied directly to the sample.
-As per AS1289.6.2.2 section 5, the sample is prepared in the shear box assembly.
-To allow pore pressures to equalise during testing, the rate of shearing must be placed on a low level.
-Shear displacement, vertical displacement and shear force are logged while testing
-For cohesive solids testing is continued until after the peak shear force is reached. For other materials test until ultimate shear strength or the limit of travel of the shear box.
-Testing should be performed on two other samples with different direct loads.
A range of shear box assemblies are available as sets or individual components. Optional, dedicated specimen cutters and extrusion dollies are available for sample preparation.

UTS-2065 - 60x60 mm
UTS-2066 - Ø 60 mm
UTS-2067 - 100x100 mm
UTS-2068 - Ø100 mm
UTS-2069 - 2.5 inch
The Utest Direct and Residual shear software is developed to standard to use with UTS-2060.SMPR Machine. Direct residual and shear software comprises of two sections. The first section is used for the consolidation of the sample prior to shear and the second section is used during shearing.
5 different normal load values are supported by the software, in order to calculate cohesion values. Prior to the test, the normal load value must be entered to the software. The normal stress value will be calculated automatically, as a result of the normal load and sample size.
The software supports both square type and round type samples. For both samples the area may be calculated directly, or by using the net area caused by horizontal displacement. It is important to use the net area method for critical samples on academic literature. Once the test is finished, the max and resilient stress values will be recorded. The normal load versus max stress pair is used for calculating the cohesion value and angle. This property requires at least 3 test samples with different normal loads. The user can set the test speed, axis values etc. via the setup of the software.
The results can be submitted as a report or can be exported to Microsoft Excel for advanced re-analyse procedures.

Book a SUE Workflow Demonstration
The GX1 transforms the GS9000 into a high-resolution structural assessment system for concrete slabs, bridge decks and pavements. Its dense, dual-polarisation array captures detailed 3D data across wide areas, supporting reinforcement and cover mapping, moisture and deterioration assessment, and analysis of asphalt and pavement layers. Live visualisation helps confirm survey coverage on site, while post-processing tools produce clear, report-ready condition maps.
1. Define the inspection area
Import the structure, bridge, pavement or survey background.
2. Collect closely spaced profiles
Capture 35 longitudinal and 15 cross-polarised channels with dense spacing.
3. Review coverage in the field
Use live radargrams and time slices to confirm that the required area has been captured.
4. Process the dataset
Apply velocity, gain, background removal, migration, filtering and topographic correction as appropriate.
5. Generate diagnostic maps
Create depth slices, reinforcement maps, layer information or application-specific condition maps.
6. Integrate with the engineering assessment
Export figures, mapped anomalies and raw data for inclusion in the engineer’s final interpretation and report.
Field information
Processed Diagnostic Information
Engineering deliverables
Book a Structural Assessment Demonstration
GS9000 cart with:

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