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Volume 40 Issue 4
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NIAN Ting-kai, FAN Ning, JIAO Hou-bin, JIA Yong-gang. Full-flow strength tests on the soft clay in the northern slope of the South China Sea[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(4): 602-611. DOI: 10.11779/CJGE201804003
Citation: NIAN Ting-kai, FAN Ning, JIAO Hou-bin, JIA Yong-gang. Full-flow strength tests on the soft clay in the northern slope of the South China Sea[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(4): 602-611. DOI: 10.11779/CJGE201804003
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Full-flow strength tests on the soft clay in the northern slope of the South China Sea

  • 1. State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China;
    2. State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou 221008, China;
    3. Shandong Provincial Key Laboratory of Marine Environment and Geological Engineering, Ocean University of China, Qingdao 266100, China;

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  • Received Date: April 04, 2017
  • Published Date: April 24, 2018
    Graphical Abstract
    • Abstract
  • In view of the difficulty in testing the strength of submarine soft clay and the lack of test accuracy, a new type of full-flow penetrometer is developed for testing the strength of soils with the high water content and low strength, and its test validity is verified. On this basis, a series of full-flow strength tests on the undisturbed samples, some typical soft clay from the northern slope of the South China Sea, are carried out. The range of values of the initial resistance coefficient N and the remolded resistance coefficient Nrem in the tests are analyzed, and the distribution characteristics and trends of the undrained shear strength of soft clay in the study area along the seabed depth direction are presented.Then the structural characteristics of soils are discussed combined with the macro structure sensitivity measured by the full-flow strength tests and the micro pore area ratio measured by the scanning electron microscope tests. Finally, a normalized undrained shear strength model suitable for soils in the study area is proposed based on the relationship between the remolded shear strength and water content / liquid limit. This research will provide a reference for the development of seafloor energy resources, the ocean engineering foundation design and the prediction of geological hazards in the northern slope areas of the South China Sea.
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    • References (31)
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