Rock and Soil Mechanics ›› 2020, Vol. 41 ›› Issue (1): 342-352.doi: 10.16285/j.rsm.2018.1896

• Testing Technology • Previous Articles     Next Articles

Development and application of multi-functional triaxial test system for hydrate-bearing sediments

ZHOU Jia-zuo1, WEI Chang-fu1, 2, WEI Hou-zhen1, YANG Zhou-jie2, LI Li-xin2, LI Yan-long3, DING Gen-rong4   

  1. 1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 2. Guangxi Key Laboratory of New Energy and Building Energy Saving, College of Civil Engineering and Architecture, Guilin University of Technology, Guilin, Guangxi 541004 China; 3. The Key Laboratory of Gas Hydrate, Ministry of Land and Resources, Qingdao Institute of Marine Geology, Qingdao, Shandong, 266071, China; 4. Jiangsu Kedi Petroleum Instrument Co., Ltd., Hai’an, Jiangsu 226600, China
  • Received:2018-10-12 Revised:2019-05-10 Online:2020-01-13 Published:2020-01-05
  • Supported by:
    This work was supported by the National Science Foundation of China (41602312, 41572293, 41572295) and the Marine Geological Survey Program (DD20190231).

Abstract: A new multi-functional triaxial testing system for hydrate-bearing sediments was developed. The system was consisted of a gas charge/discharge module, a stress loading module, a temperature control module, a data acquisition module, and an auxiliary module. High-pressure liquid pumps were used to generate confining pressure and axial pressure under the modes of constant pressure, constant flux, gradient pressurization, and gas pressure tracking. Therefore, the syntheses of differently conditioned hydrate-bearing sediments and triaxial shearing of samples could be achieved. The function of confining pressure tracking gas pressure kept the net confining pressure unchanged during the hydrate formation process, which ensures the consistency of initial conditions of the samples. The volumetric deformations of the samples could be measured by the volume change of the confining liquid, and the gas pressure could be controlled by adjusting the back pressure regulator. Hence, the decomposition process of hydrate-bearing sediments under different pressure reduction rates could be modelled. Triaxial specimens were made of clayey fine sand and carbon dioxide. The hydrate syntheses, triaxial shearing tests, and decomposition tests were carried out to verify the reliability of the testing system.

Key words: hydrate, triaxial test, research and development, volumetric strain, decomposition

CLC Number: 

  • TU 431
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