Triaxial stress seafloor sediment hydrate device (TSW-1 type)

Under the action of simulated formation pressure, the submarine sediment geomechanical performance testing device carries out triaxial compression experiments, and studies the pore distribution and particle distribution of sand or clay sediment samples, the formation of hydrate in sand or clay sediment, and color pictures of hydrate formation in sand or clay sediment by CT scanning. Among them, CT scanners and operation and images obtain relevant equipment and operation experience of users.

Key words:

Hydrate Experimental Equipment | Shale Gas CBM and Geothermal Equipment

Product Description

1. Overview
Under the action of simulated formation pressure, the submarine sediment geomechanical performance testing device carries out triaxial compression experiments, and studies the pore distribution and particle distribution of sand or clay sediment samples, the formation of hydrate in sand or clay sediment, and color pictures of hydrate formation in sand or clay sediment by CT scanning. Among them, CT scanners and operation and images obtain relevant equipment and operation experience of users.
Main technical parameters of 2.
1. Maximum axial pressure: 50MPa, maximum circumferential pressure: 30MPa,
2. Core specification: φ25 × 25~80mm
3. The weight of the pressure chamber shall not exceed 50kg
4. The height of pressure chamber and lower loading platform shall not exceed 550mm
5. The outer diameter of the device and the wall thickness of the pressure chamber meet the conditions for CT scan penetration.
6. The temperature and pore pressure at the top or bottom of the sample need to be tested in the device.








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