Rock and Soil Mechanics ›› 2019, Vol. 40 ›› Issue (2): 701-708.doi: 10.16285/j.rsm.2017.1594

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Experimental study of adhesion between deep-sea sediment and metal surface

LIU Qi1, 2, QI Cai-ling1, 2, MA Wen-bo1, 2, 3, HU Cong1, 2, LI Feng3   

  1. 1. College of Civil Engineering and Mechanics, Xiangtan University, Xiangtan, Hunan 411105, China; 2. Hunan Key Laboratory of Geomechanics and Engineering Safety, Xiangtan University, Xiangtan, Hunan 411105, China; 3. State Key Laboratory of Exploitation and Utilization of Deep Sea Mineral Resources, Changsha Research Institute of Mining and Metallurgy Co., Ltd., Changsha, Hunan 410012, China
  • Received:2017-10-23 Online:2019-02-11 Published:2019-02-14
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (11502226, 51434002), the Key Research and Development Plan of Hunan Province (2017WK2032) and the Hunan Provincial Innovation Foundation for Postgraduate (CX2017B342).

Abstract: Adhesion between deep-sea sediment and metal surface were studied using the deep-sea sediment collected from the Pacific C-C Zone (Clarion-Clipperton Zone), under different void ratios, normal pressures and loading speeds. A formula for calculating top soil adhesion index between deep-sea sediment and metal surface is developed based on the calculation of separating force of parallel disc. This research selects four commonly used marine metals (aluminium alloy 5052, titanium TA2, titanium alloy TC4 and titanium alloy STi80). INSTRON 5943 universal testing machine was used for the adhesion tests. The results show that the adhesion force increases with a high growth rate, as the void ratio of soil sample increases. As the normal pressure increases, the topsoil adhesion index increases exponentially. As the loading speed increases, the topsoil adhesion index decreases gradually. And the adhesion between deep-sea sediment and 5052 or STi80 are weaker. The results provide an important theoretical basis for the safe of deep-sea mining in China.

Key words: Pacific C-C Zone, deep-sea sediment, soil-metal interface, adhesion characteristics

CLC Number: 

  • TU 411.3
[1] MA Wen-bo , RAO Qiu-hua , WU Hong-yun , GUO Shuai-cheng , LI Peng,. Macroscopic properties and microstructure analyses of deep-sea sediment [J]. , 2014, 35(6): 1641-1646.
[2] WANG Jiang-ying, CAO Wen-gui, ZHAI You-cheng. Experimental study of interaction between deep-sea sediments and tracks [J]. , 2011, 32(S2): 274-278.
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