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Categories Soil Testing Machine
Place of Origin: Made in China
Shearing speed (mm/min): 0.00001~6/0.00001~20/0.00001~10
Max. specimen size: Ø70×H140 mm/Ø101×H200 mm/Ø150×H300 mm/Ø200×H400 mm
MOQ: 1 set
Packaging Details: Soil Testing Equipment Standard export wooden box
Payment Terms: L/C, D/A, D/P, T/T, Western Union
Name: Triaxial Apparatus
Warranty: 1 year
Certification: SGS, INTERTEK
Air pressure requiremen: 2MPa/3MPa
Delivery Time: 6 days after payment
Price: Negotiable
Max. axial force: 10 kN/30 kN/60 kN/100 kN/200 kN
Model Number: TTS-1/TTS-3/TTS-6/TTS-10/TTS-20
Supply Ability: 100 sets per month
Brand Name: BTUTEST
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Triaxial Apparatus

Triaxial Apparatus

1. Description

This equipment is aFully Automatic Triaxial Apparatus (BTU-TTS series), covering models TTS-1, 3, 6, 10, and 20. It is mainly used for triaxial compression tests in geotechnical testing, supporting standard test types such as Unconsolidated Undrained (UU), Consolidated Undrained (CU), and Consolidated Drained (CD). The system is equipped with high-precision volume controllers (cell/back pressure) and offers optional professional test modules (e.g., k0 consolidation, stress path, coefficient of subgrade reaction, elastic modulus, etc.), enabling fully automatic control and data acquisition.


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)

Optional modules (e.g., k0, elastic modulus) can support correspondingASTMorJGSstandards.


3. Specification (Parameter )

ParameterTTS-1TTS-3TTS-6TTS-10TTS-20
Max. specimen sizeØ70×H140 mmØ101×H200 mmØ150×H300 mmØ200×H400 mmØ200×H400 mm
Max. axial force10 kN30 kN60 kN100 kN200 kN
Shearing speed (mm/min)0.00001~60.00001~60.00001~60.00001~200.00001~10
Cell pressure controller2MPa / 60ml2MPa / 60ml2MPa / 60ml3MPa / 100ml3MPa / 100ml
Back pressure controller2MPa / 60ml2MPa / 60ml2MPa / 60ml3MPa / 100ml3MPa / 100ml
Air pressure requirement2MPa2MPa2MPa3MPa3MPa

4. Detail (technical details)

  • Tensile function: TTS-10 explicitly states "Max. tensile force 100 kN", indicating this model supports bidirectional loading (compression & tension), suitable for tensile or cyclic loading tests.
  • Wide shearing speed range: TTS-3 and TTS-6 offer a maximum shearing speed of 20 mm/min for rapid strength tests, while a minimum of 0.00001 mm/min suits creep/rheology studies.
  • Volume controllers: Independent cell and back pressure controllers, pressure 2–3 MPa, volume 60–100 ml, suitable for saturation and pressurization of small to medium specimens.
  • Rich software modules: Besides standard UU, CU, CD, optional modules include k0 consolidation, stress path, coefficient of lateral earth pressure at rest, coefficient of subgrade reaction, shear modulus, elastic modulus (Duncan-Chang model), etc.

5. Application

  • Teaching and research laboratories: routine geotechnical triaxial testing instruction
  • Foundation and subgrade engineering: determination of shear strength parameters (c, φ)
  • Excavation and slope stability analysis: strength parameters under different drainage conditions
  • Soft soil and special soil studies: optional modules for coefficient of lateral earth pressure at rest, coefficient of subgrade reaction, modulus characteristics
  • Geotechnical constitutive model parameter calibration: e.g., Duncan-Chang model E and B values

6. Advantages

  • Fully automatic operation: from saturation, consolidation to shearing – fully automated control and recording
  • Tensile function (TTS-10): supports tensile tests, expanding application range
  • High maximum shearing speed (20 mm/min): suitable for rapid tests or stress-controlled loading
  • Rich optional modules: one device can be extended for various advanced tests without purchasing separate equipment
  • Cost-effective: covers core requirements of routine triaxial testing, suitable for batch configuration in teaching or production testing laboratories

7. What To Choose (selection guide)

RequirementRecommended modelReason
Teaching lab, conventional fine-grained soilTTS-1 / TTS-3Small specimen, sufficient axial force, lower cost
Coarse soil, sand, larger specimenTTS-6Ø150mm specimen, 60kN axial force
Tensile (pull) testing requiredTTS-10Only model explicitly with tensile function (100kN)
Rapid shearing tests (e.g., construction stability)TTS-3 / TTS-6Max 20 mm/min shearing speed
Duncan-Chang modulus, k0, subgrade reaction coefficientAny model + corresponding optional moduleSoftware modular expansion
Large specimen (Ø200mm)TTS-20Need to confirm detailed parameters with manufacturer

8. Process Flow

Based on standard triaxial test procedures and the functions of this equipment, a typical test workflow is as follows:


  • Specimen preparation→ prepare soil sample according to dimensions (e.g., Ø70×140 mm)
  • Mounting & saturation→ mount specimen, connect cell/back pressure controllers, perform back pressure saturation and B-check
  • Consolidation (optional)→ isotropic consolidation or k0 consolidation (if module equipped)
  • Shearing stage(select according to test type):
    • UU: unconsolidated undrained shearing
    • CU: consolidated undrained with pore pressure measurement
    • CD: consolidated drained with volume change measurement
    • Stress path(optional module)
    • Elastic/shear modulus testing(optional)
  • Data acquisition→ automatically record axial force, displacement, pore pressure, volume change, cell pressure, back pressure
  • Post-processing→ software generates Mohr circles, stress-strain curves, strength parameters (c, φ)
  • Optional module additional procedures→ e.g., coefficient of subgrade reaction test, coefficient of lateral earth pressure at rest test, performed according to corresponding specifications

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