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Bishop Stress Path Triaxial Apparatus

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Hebei Better United Import And Export Co., Ltd.

City: cangzhou

Province/State:hebei

Country/Region:china

Tel:86-151-2879-5929

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Ms.Gina
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Bishop Stress Path Triaxial Apparatus

Payment Terms L/C, D/A, D/P, T/T, Western Union
Max. cell pressure 2000 kPa
Packaging Details Soil Testing Equipment Standard export wooden box
Brand Name BTUTEST
Certification SGS, INTERTEK
Minimum Order Quantity 1 set
Delivery Time 6 days after payment
Displacement sensor LVDT, range 0-50mm, accuracy ±0.15% FS
Axial pressure/volume controller 3MPa / 250cc
Model Number BTU-TTS-5S
Supply Ability 100 sets per month
Submersible load cell 5kN / 10kN optional, accuracy ±0.05% FS
Max. axial force 10 kN
Place of Origin Made in China
Price Negotiable
Specimen sizes 39.1mm / 50mm (specimen cap and base)
Detailed Product Description

Bishop Stress Path Triaxial

1. Description

This equipment is a Bishop Stress Path Triaxial Apparatus (BTU-TTS-5S), designed based on the Bishop-type stress path pressure cell. It is specifically used for studying the mechanical properties of saturated soils under complex stress paths. The system is equipped with a high-precision submersible load cell, an LVDT displacement sensor, a multi-channel data acquisition unit, and multiple pressure/volume controllers, enabling fully automatic control from saturation and consolidation to stress path shearing. The software includes advanced modules such as linear stress paths (p-q or s-t, with 6 forms), low-frequency cyclic loading, and k0 consolidation.

2. Test Standards

  • ASTM D7181(Consolidated Drained Triaxial Compression Test)
  • ASTM D4767(Consolidated Undrained Triaxial Compression Test)
  • ASTM D2850(Unconsolidated Undrained Triaxial Compression Test)
  • BS 1377(British Standards for soil testing)
  • SL 237-1999(Chinese specification for soil testing)

3.Specification (Parameter)

ParameterSpecification
ModelBTU-TTS-5S
Max. cell pressure2000 kPa
Max. axial force10 kN
Specimen sizes39.1mm / 50mm (specimen cap and base)
Submersible load cell5kN / 10kN optional, accuracy ±0.05% FS
Displacement sensorLVDT, range 0-50mm, accuracy ±0.15% FS
Pore water pressure sensor2MPa, accuracy 0.1% FS
Data acquisition unitBTU-DAI-10, 10 channels (2 digital + 8 analog), 16-bit AD, RS232
Axial pressure/volume controller3MPa / 250cc
Back pressure/volume controller2MPa / 250cc
Cell pressure/volume controller2MPa / 250cc
Software modulesB-check, back pressure saturation, consolidation, UU, CU, CD, stress paths (6 types), low-frequency cyclic, k0 consolidation, sensor calibration
 

4. Detail (technical details)

  • Bishop stress path pressure cell: Bishop-type design suitable for saturated soil tests; max cell pressure 2000 kPa, axial force 10 kN.
  • Submersible load cell: Mounted inside the pressure cell to avoid piston friction; accuracy as high as ±0.05% FS; optional ranges 5kN or 10kN.
  • LVDT displacement sensor: British brand, accuracy ±0.15% FS, range 50mm, suitable for conventional specimen deformation measurement.
  • Three independent volume controllers:
    • Axial pressure: 3MPa / 250cc
    • Back pressure: 2MPa / 250cc
    • Cell pressure: 2MPa / 250cc

Enables independent and precise control of cell pressure, back pressure, and axial pressure, as well as volume change measurement.

  • Data acquisition unit: 10 channels, supporting 2 digital signals (e.g., LVDT, load cell) and 8 analog signals (e.g., pore pressure, volume change); 16-bit resolution.
  • Stress path module: Provides 6 types of linear stress paths (p-q or s-t forms); custom paths can be defined – suitable for simulating complex stress histories.
  • Low-frequency cyclic module: Supports low-frequency cyclic loading under load control mode, for simulating seismic or traffic loading.
  • k0 module: Enables k0 consolidation and swelling tests.

5. Application

  • Stress path studies on saturated soils: simulate stress changes during excavation, filling, unloading, and other practical engineering scenarios
  • Constitutive model parameter calibration: e.g., Cam-clay model, Duncan-Chang model
  • Foundation and slope engineering: strength and deformation characteristics under different stress paths
  • Cyclic loading tests: soil response under subway or traffic loading (low-frequency cyclic module)
  • k0 consolidation tests: determine coefficient of lateral earth pressure at rest
  • Teaching and research laboratories: advanced soil mechanics testing

6. Advantages

  • Bishop-type pressure cell: optimized for saturated soil stress paths, reducing errors
  • High-precision submersible load cell: directly measures specimen load, avoiding piston friction
  • Three independent volume controllers: independent control of cell pressure, back pressure, and axial pressure; accurate volume change measurement
  • Rich software modules: covers conventional triaxial to advanced stress paths, low-frequency cyclic, k0 consolidation
  • Cost-effective configuration: 10kN axial force, 2000kPa cell pressure – sufficient for most saturated soil testing needs
  • Modular upgradability: additional stress path forms or cyclic loading functions can be added as needed

7. What To Choose (selection guide)

RequirementRecommended configurationReason
Routine saturated soil UU/CU/CD testsBasic configuration + standard softwareMeets standard triaxial test requirements
Complex stress path simulation (6 linear paths)Standard stress path moduleEnables p-q, s-t linear stress paths
Low-frequency cyclic loading (traffic/seismic loads)Optional advanced loading moduleSupports load-controlled low-frequency cycling
k0 consolidation and swelling testsOptional K-0 moduleDetermines coefficient of lateral earth pressure at rest
Higher axial force needed (>10kN)Not suitable for this modelRecommend BTU-TTS-20S or higher
Larger specimen needed (>50mm)Not suitable for this modelRecommend TTS-6S or above
Comprehensive teaching lab requirementsTTS-5S + full software suiteOne machine covers multiple advanced tests
 

8. Process Flow

  • Specimen preparation→ Prepare saturated soil specimen of Ø39.1mm or 50mm
  • Mount pressure cell→ Install specimen, submersible load cell, LVDT; connect cell/back/axial pressure lines
  • Saturation stage→ Back pressure saturation and B-check to verify saturation level
  • Consolidation stage (optional)→ Isotropic consolidation or k0 consolidation
  • Shearing or stress path stage:
    • Conventional CD/CU/UU shearing
    • Linear stress path (p-q or s-t, 6 forms)
    • Low-frequency cyclic loading (requires advanced loading module)
  • Data acquisition→ 10-channel DAQ simultaneously records axial force, displacement, pore pressure, volume change, cell pressure, back pressure
  • Post-processing→ Software generates stress path diagrams, stress-strain curves, effective stress paths, failure envelopes, etc.
  • Report output→ Automatically generates standard-compliant tables and curves; supports printing and export

 

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