Journal
INNOVATIVE SOLUTIONS FOR ENERGY TRANSITIONS
Volume 158, Issue -, Pages 5281-5286Publisher
ELSEVIER SCIENCE BV
DOI: 10.1016/j.egypro.2019.01.648
Keywords
Montmorillonite; the shallow marine soil; mechanical properties; triaxial tests
Categories
Funding
- National Natural Science Foundation of China [51876029]
- National Key Research and Development Program of China [2017YFC0307305, 2016YFC0304001, 2017YFC0307705]
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In this study, we compared the shallow marine soil of Shenhu area in the north of the South China Sea with Montmorillonite Clay and found that there were significant similarities between them, including special gravity, median diameter and proportion of different components of soil, so we utilize the Montmorillonite Clay to take the place of the shallow marine soil of the South China Sea to study its mechanical properties. A series of triaxial tests were conducted and the results indicated that (1) the sediment's failure strength increases with the decreases of temperature. (2) The maximum deviator stress increases with the confining pressure. (3) The sediment's strength increases with the decreases of porosity. (4) The change of the failure strength is mainly affected by the cohesion force, and the cohesion force increases with the decrease of the temperature. (C) 2019 The Authors. Published by Elsevier Ltd.
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