NABL Accredited Calibration Laboratory

HOEK CELL FOR ROCK TRIAXIAL - NX - 54.7MM

Hoek cells have been designed to be used for triaxial testing of rock specimens. Hoek cells comprise a steel body complete with two quick release self-sealing couplings, two steel end caps which are screwed to the cell body, 2 pieces of upper and 2 pieces of lower loading caps with spherical coupling and a rubber sealing sleeve to separate the specimen from the cell fluid.

Compliance :

ASTM D7012,IS 13047:1991,IS 9179,ASTM D5407,EN 1926 / EN 14580, ISRM

Applications:

Hoek Cells are designed for Testing Triaxial strengths of Rock or Concrete samples up to a Pressure of 40MPa. These are designed to accept samples of NX size. Tests carried out on a series of samples under different confining pressures allow the user to determine:

• Strength & Elastic properties

• Shear strength at different confining pressures

• Angle of Shearing Resistance & Cohesion

• Modulus of Elasticity & Poisson’s Ratio

Core Specifications:

  1. Sample Diameter: 54.7 mm (standard NX core).
  2. Maximum Lateral Pressure: 150 kg/cm² (150 bar / approx. 15 MPa).
  3. Body Finish: Hard chrome plated for rust-proofing and corrosion resistance.
  4. Inlet/Outlet: Equipped with two quick-release self-sealing couplings for efficient fluid management.

Key Components

  1. Cell Body: Robust steel construction designed to withstand high lateral pressures without deformation.
  2. End Caps: Two threaded steel caps that screw directly onto the cell body to secure internal components.
  3. Loading Caps & Pistons:
  4. Upper Assembly: Two pieces featuring a spherical seat for uniform axial load distribution.
  5. Lower Assembly: Two pieces featuring a radial groove for improved stability or fluid drainage.
  6. Sealing Sleeve: One-piece rubber sleeve that isolates the rock specimen from the hydraulic oil, allowing for rapid core insertion and removal without draining the fluid.
  7. Hoek Cell to accept samples of EX, AX, AQ, BX, BQ, NQ, HQ, HQ3, PQ, PQ3 also available.


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