GDS Instruments are no stranger to developing advanced laboratory equipment for geotechnical engineers. The company was created in 1979 for exactly that purpose. For the first 25 years of their life, GDS created advanced computer controlled testing systems primarily for use in Universities by research engineers. GDS estimate at least 500 PhDs have been obtained through the direct use of their equipment. In April this year, the Hong Kong University of Science and Technology took delivery of GDS’s latest creation, the True Triaxial Apparatus (see Fig. 1).
Fig. 1: GDSTTA, True Triaxial Apparatus.
The defining characteristic of a True Triaxial Apparatus (TTA) is that, unlike conventional triaxial apparatus, all three principal stresses can be controlled independently. In conventional triaxial apparatus, the radial stress applies equal pressure around a cylindrical sample in the σ2 and σ3 axes, and an axial ram takes care of any load control requirements for the direction of σ1 (see Fig. 2a). A True Triaxial apparatus is designed to independently control stresses on a soil sample in the σ1, σ2 and σ3 axes (see Fig. 2b), allowing a wider range of complex stress paths to be performed.
First developed by Kjellman in 1936, the idea behind the True Triaxial Apparatus was to enable researchers to investigate | stress paths beyond that which could be investigated in conventional triaxial apparatus. As with many testing devices developed before the availability of low cost electronics (or even the existence of electronics), the TTA has been reborn as a viable testing system, albeit more likely to be used at present as a research tool. Kjellman‘s instrument utilised a fixed boundary approach whereby 6 platens would slide across each other to create the 3 axes of stress (see Fig. 3a). GDS have designed a system using a more typical approach to the application of stress by using a mixture of boundaries, 2 fixed (σ1 and σ2), with the final axis (σ3) being applied using a constant hydraulic pressure. One of the greatest challenges for GDS with this new TTA was that it would be designed to perform dynamically with loading frequencies up to 10Hz, whilst maintaining the ability to load quasi-statically for low strain shear testing.
Fig. 2: a) Stress conditions on a conventional triaxial sample (σ2 = σ 3), b) Stress conditions on True Triaxial Apparatus sample (σ1 ≠ σ2 ≠ σ 3).
Fig. 3: a) Cross section of fixed boundary method, b) Cross section of the GDS approach which uses mixed boundaries, but does not suffer with friction problems associated with fixed boundaries. |