Direct / Residual Shear Machine

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.

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GS9000 Multichannel GPR for 3D Utility Mapping and Structural Assessment

Overview | GX1 vs GX2 | SUE & Utilities | Structures & Pavements | Software & Outputs | Case Studies | Specifications | Support

Discuss Your Application

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.

Book a GS9000 Demonstration

Best suited to:

  • Subsurface utility engineering
  • Utility locating and mapping
  • Civil and survey contractors
  • Road and corridor investigations
  • Void and subsurface anomaly surveys

Best suited to:

  • Bridge-deck investigations
  • Concrete cover and moisture mapping
  • Pavement and asphalt-layer assessment
  • Reinforcement mapping
  • Structural deterioration surveys

Recommended array: GX2

Recommended array: GX1

Why use the GS9000 instead of a conventional single-channel GPR?

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.

High-density 3D GPR mapping for SUE and utility investigations

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.

  • Utility corridor mapping
  • Detection of pipes, ducts and cables
  • Mapping non-conductive services that may not respond to electromagnetic locating
  • Congested service investigations
  • Road-crossing and easement surveys
  • Potential void and cavity investigation
  • Pre-excavation and design-stage surveys
  • Utility mapping to project or local coordinates

The SUE field workflow

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.

SUE Outputs and Deliverables

Product Code
UTS-2060.SMPR
Description

Automatic Direct - Residual Shear Test Machine

Speed Range

5 kN

Maximum Shear Force

0 to 500 N

Horizontal Travel

30 mm

Dimensions

450x1250x1200 mm

Weight

110 kg

Power

1100 W

The Automatic Direct Residual Shear Test Machine is supplied complete with;

  • Load Cell 5 kN
  • Linear Potentiometric Displacement Transducer (10x0.001 mm)
  • Linear Potentiometric Displacement Transducer (25x0.001 mm)
  • Software
Model of Shear Box
UTS-2065 60x60 mm
Shear Box

UTS-2065-01

Loading Cap

UTS-2065-02

Grooved Retaining Plate

UTS-2065-03

Porous Plates (2 pcs.)

UTS-2065-04

Specimen Cutter (Optional)

UTS-2065-07

Extrusion Dolly (Optional)

UTS-2065-08

Calibration Disk (Optional)

UTS-2065-09

Model of Shear Box
UTS-2066 Ø60 mm
Shear Box

UTS-2066-01

Loading Cap

UTS-2066-02

Grooved Retaining Plate

UTS-2066-03

Porous Plates (2 pcs.)

UTS-2066-04

Specimen Cutter (Optional)

UTS-2066-07

Extrusion Dolly (Optional)

UTS-2066-08

Calibration Disk (Optional)

UTS-2066-09

Model of Shear Box
UTS-2067 100x100
Shear Box

UTS-2067-01

Loading Cap

UTS-2067-02

Grooved Retaining Plate

UTS-2067-03

Porous Plates (2 pcs.)

UTS-2067-04

Specimen Cutter (Optional)

UTS-2067-07

Extrusion Dolly (Optional)

UTS-2067-08

Calibration Disk (Optional)

UTS-2067-09

Model of Shear Box
UTS-2068 Ø100 mm
Shear Box

UTS-2068-01

Loading Cap

UTS-2068-02

Grooved Retaining Plate

UTS-2068-03

Porous Plates (2 pcs.)

UTS-2068-04

Specimen Cutter (Optional)

UTS-2068-07

Extrusion Dolly (Optional)

UTS-2068-08

Calibration Disk (Optional)

UTS-2068-09

Model of Shear Box
UTS-2069 Ø2.5 inch
Shear Box

UTS-2069-01

Loading Cap

UTS-2069-02

Grooved Retaining Plate

UTS-2069-03

Porous Plates (2 pcs.)

UTS-2069-04

Specimen Cutter (Optional)

UTS-2069-07

Extrusion Dolly (Optional)

UTS-2069-08

Calibration Disk (Optional)

UTS-2069-09

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AS 1289.6.2.2
Methods of testing soils for engineering purposes Soil strength and consolidation tests - Determination of shear strength of a soil - Direct shear test using a shear box
Other Products...
ASTM D3080
Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions
Other Products...
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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".

Main Features

Consolidation

  • 25 pairs of time-vertical displacement values are written to memory.
  • The memory is configured as saving a maximum of 1000 tests.
  • The vertical displacement value can be tared prior to recording.
  • The analogical channel reading vertical displacement has 260000 points effective resolution.
  • The memory can be exported to PC software.

Shear

  • User can select 3 different test types:
    • The machine run with the speed determined by user to the direction of shear and stop when the load decreases.
    • The machine run with the speed determined by user to the direction of shear and stop when it reach the horizontal displacement value which is also determined by the user at the beginning of the test.
    • The machine run with the speed determined by user to the direction of shear and returns to opposite direction with the same speed when it reach the horizontal displacement value and then stop when it reach the home position. The horizontal displacement value is determined by the user at the beginning of the test. This mode can be cycled to determine residiual shear
  • Can make tests with displacement and load control
60x60 shear box
  • The screen continuously shows load, shear stress and horizontal displacement
  • CPU card with 32-bit ARM RISC architecture
  • Permanent storage capacity up to 10000 test results
  • 3 analogue channels for load cell, vertical displacement and horizontal displacement transducer (one for each)
  • 1/256000 points resolution per channel
  • 10 data per second sample rate for each channel
  • Ethernet connecting for computer interface
  • 800x480 resolution 65535 colour TFT-LCD industrial touchscreen
  • 4 main function keys
  • Multi-language support
  • 3 different unit system selection; kN, Ton and lb
  • Real-time clock and date
  • Test result visualization and memory management interface
  • Remote connection through ethernet
  • USB flash disc for importing test results and for firmware
  • USB printer support for inkjet and laser printers (ask for compatible models)
  • Camera support for real-time video recording during test (ask for compatible models)
  • Free of charge PC software for the test control and advanced report generation
Shear Box Assembly parts

Test Method

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.

Shear Box Assemblies

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

Data Acquisition & PC Software

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.

Direct-Shear-Software

Why the GS9000 matters for SUE businesses

  • Increase area covered per field day
  • Reduce the number of manually positioned survey lines
  • Improve coverage in congested corridors
  • Review coverage before leaving site
  • Produce higher-value mapped deliverables
  • Combine GPR and GNSS in one workflow
  • Retain raw data for later reinterpretation
  • Expand from locating into mapping and subsurface modelling

Book a SUE Workflow Demonstration

High-resolution multichannel GPR for structures, bridges and pavements

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.

  • Bridge-deck reinforcement and condition mapping
  • Concrete-cover mapping
  • Reinforcement layout and spacing
  • Moisture-related and deterioration mapping
  • Asphalt and pavement-layer thickness
  • Road and runway investigations
  • Detection of embedded features
  • Large-area concrete-slab investigations
  • Comparative and repeat surveys

The structural assessment workflow

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.

Structural outputs and engineering value

Field information

Processed Diagnostic Information

Engineering deliverables

When to use the GS9000 rather than a handheld GPR

Use a handheld or single-channel GPR when…

Use the GS9000 when…

  • The inspection area is small
  • You need local marking before drilling
  • Rapid spot checks are sufficient
  • Manoeuvrability is the main priority
  • The output is primarily site marking
  • Large areas must be covered
  • A completely mapped dataset is required
  • Large datasets are required
  • Productivity and spatial continuity are priorities
  • The output must support reporting or engineering interpretation

Book a Structural Assessment Demonstration

One GS9000 platform

  • Onboard instantaneously mapped results
  • Interchangeable array modules
  • Foldable carbon-fibre cart
  • Rear-wheel encoders
  • Hot-swappable power banks
  • Wireless iPad operation
  • IP65 protection
  • Integrated GNSS
  • Approximately 1–5 cm real-time GNSS accuracy where suitable corrections and conditions are available
  • Free-path and structured survey methodologies

Field software, post-processing and Workspace

Field App

Workspace

GPR Insights post-processing

  • Live radargrams and time slices
  • Satellite, GNSS and CAD overlays
  • Tags, photographs, voice markers and linework
  • Field calibration and processing
  • Immediate review of survey coverage
  • Synchronise projects
  • Store and share data
  • Collaborate remotely
  • Run connected GNSS and conversion services
  • Share projects through a URL
  • Merge multiple field projects
  • Advanced 2D and 3D visualisation
  • Filtering and migration
  • Topographic correction
  • Application-specific mapping tools

Configurations and what is included

GS9000 cart with:

  • GX1 and/or GX2 array option
  • MA8000 GNSS receiver and correction options
  • Latest version of GS App with live updates
  • Advanced GPR Insights processing software access
  • Cloud storage on Workspace
  • Batteries and chargers
  • Training
  • Commissioning
  • Kit with all required cables and tools

Why purchase from PCTE

  • Australian and New Zealand application advice
  • Local demonstrations
  • Configuration selection
  • On-site commissioning
  • Operator training
  • Data interpretation and workflow training
  • Local technical support
  • Service and repair coordination
  • Assistance with GNSS, coordinate systems and deliverables
  • Access to related GPR and structural NDT equipment

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