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Hebei Better United Import And Export Co., Ltd.

Bishop Stress Path Triaxial Apparatus

Detalhes do produto:
Lugar de origem: FEITO NA CHINA
Marca: BTUTEST
Certificação: SGS, INTERTEK
Número do modelo: BTU-TTS-5S
Condições de Pagamento e Envio:
Quantidade de ordem mínima: 1 conjunto
Preço: Negociável
Detalhes da embalagem: Caixa de madeira da exportação padrão do equipamento de testes do solo
Tempo de entrega: 6 dias após o pagamento
Termos de pagamento: L/C, D/A, D/P, T/T, Western Union
Habilidade da fonte: 100 conjuntos por mês
  • Informação detalhada
  • Descrição de produto

Informação detalhada

Máx. pressão celular: 2.000 kPa Máx. força axial: 10 kN
Tamanhos de amostra: 39,1 mm / 50 mm (tampa e base da amostra) Célula de carga submersível: 5kN / 10kN opcional, precisão ±0,05% FS
Sensor do deslocamento: LVDT, faixa 0-50mm, precisão ±0,15% FS Controlador de pressão/volume axial: 3MPa/250 cc

Descrição de produto

Bishop Stress Path Triaxial

Bishop Stress Path Triaxial Apparatus 0

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)

Parameter Specification
Model BTU-TTS-5S
Max. cell pressure 2000 kPa
Max. axial force 10 kN
Specimen sizes 39.1mm / 50mm (specimen cap and base)
Submersible load cell 5kN / 10kN optional, accuracy ±0.05% FS
Displacement sensor LVDT, range 0-50mm, accuracy ±0.15% FS
Pore water pressure sensor 2MPa, accuracy 0.1% FS
Data acquisition unit BTU-DAI-10, 10 channels (2 digital + 8 analog), 16-bit AD, RS232
Axial pressure/volume controller 3MPa / 250cc
Back pressure/volume controller 2MPa / 250cc
Cell pressure/volume controller 2MPa / 250cc
Software modules B-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)

Requirement Recommended configuration Reason
Routine saturated soil UU/CU/CD tests Basic configuration + standard software Meets standard triaxial test requirements
Complex stress path simulation (6 linear paths) Standard stress path module Enables p-q, s-t linear stress paths
Low-frequency cyclic loading (traffic/seismic loads) Optional advanced loading module Supports load-controlled low-frequency cycling
k0 consolidation and swelling tests Optional K-0 module Determines coefficient of lateral earth pressure at rest
Higher axial force needed (>10kN) Not suitable for this model Recommend BTU-TTS-20S or higher
Larger specimen needed (>50mm) Not suitable for this model Recommend TTS-6S or above
Comprehensive teaching lab requirements TTS-5S + full software suite One 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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