The settlement of soil-supported foundations and the change in earth pressure due to small movement of retaining walls or other earth supports, the yield of soil caused by local application of load, are determined by the relation between stress and strain in soils. It is carried out with a triaxial compression test.

It can perform unconsolidated-undrained shear test (UU), consolidated-unstrained shear test (CU) and consolidated-drained shear test (CD).

TM-D10

Loading Capacity: 10KN

Max. sample size: Ф39.1×80mm

Max. platen travel: 50mm

Speed: 0.0001-4.8mm/min.

Confining pressure: 0-1Mpa

Back pressure: 0-0.6Mpa

Pore water pressure: 0~1Mpa

Volume change: 0-25ml

Division of volume change: 0.1ml

TM-D30

Loading Capacity: 30KN

Max. sample size:Ф61.8×125mm

Max. platen travel: 90mm

Speed: 0.0001-4.8mm/min.

Confining pressure: 0-2Mpa

Back pressure: 0-0.8Mpa

Pore water pressure: 0~2Mpa

Volume change: 0-50ml

Division of volume change: 0.1ml

TM-D80

Loading Capacity: 80KN

Max. sample size: Ф101×220mm

Max. platen travel: 100mm

Speed: 0.0001-4.8mm/min.

Confining pressure: 0-2Mpa

Back pressure: 0-1Mpa

Pore water pressure: 0~2Mpa

Volume change: 0-100ml.

Division of volume change: 0.1ml

Accessories:

Triaxial cell, proving ring, saturator, membrane mould, split mould, compactor, soil cutter, porous stone, latex membrane, pressure pad, rubber hose, nylon tube, etc.