Experimental study of mechanical properties of seafloor massive sulfide

被引:2
作者
Liu S. [1 ,2 ,3 ]
Hu J. [1 ,2 ,3 ]
Dai Y. [1 ,2 ,3 ]
Hu Q. [1 ,2 ,3 ]
机构
[1] College of Mechanical and Electrical Engineering, Central South University, Changsha
[2] State Key Laboratory of Deep Sea Mineral Resources Development and Utilization Technology, Changsha
[3] Shenzhen Research Institute, Central South University, Shenzhen
来源
Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology) | 2017年 / 48卷 / 07期
基金
中国国家自然科学基金;
关键词
Compressive strength; Criterion of strength; Fracture; Modulus of elasticity; Seafloor massive sulfide;
D O I
10.11817/j.issn.1672-7207.2017.07.009
中图分类号
学科分类号
摘要
Mechanical properties of deep-sea multi metal sulfide was selected as research object, the specimens were tested under different confining pressures, and stress-strain curves of seafloor massive sulfide and test data were used to analyze ore crushing process, failure characteristics, strength criterion, elastic modulus, tear strength and compressive strength. The results show that the crushing process of deep-sea poly-metallic sulfide ore is similar to general rock breaking process which can be divided into OA, AB, BC, CD and DE stage, while the OA stage is often not obvious which indicates that the porosity of ore is relatively small. There are three kinds of damaging forms of poly-metallic sulfide, such as transverse failure overall, shear failure and total failure, and failure form and confining pressure are closely related. Mohr-Coulomb criterion is more suitable for judging the broken poly-metallic sulfide. With the increase of confining pressure, the elastic modulus is gradually decreased. The relationship between stress and compressive strength and confining pressure is closely related. © 2017, Central South University Press. All right reserved.
引用
收藏
页码:1750 / 1755
页数:5
相关论文
共 15 条
[1]  
Boschen R.E., Rowden A.A., Clark M.R., Et al., Mining of deep-sea seafloor massive sulfides: a review of the deposits, their benthic communities, impacts from mining, regulatory framework and management strategies, Ocean & Coastal Management, 84, pp. 54-67, (2013)
[2]  
Hoagland P., Beaulieu S., Tivey M.A., Et al., Deep-sea mining of seafloor massive sulfides, Marine Policy, 34, pp. 728-732, (2010)
[3]  
Liu S., Hu J., Zhang R., Et al., Development of mining technology and equipment for seafloor massive sulfide deposits, Chinese Journal of Mechanical Engineering, 29, 5, pp. 863-870, (2016)
[4]  
Wang Z., Zhang L., Sun H., Et al., Experimental study of mechanical properties of limestone under different unloading velocities, Rock and Soil Mechanics, 32, 4, pp. 1045-1050, (2011)
[5]  
Zhang L., Wang Z., Shi L., Experimental study of hard rock failure characteristic under unloading condition, Chinese Journal of Rock Mechanics and Engineering, 30, 10, pp. 2012-2018, (2011)
[6]  
Li H., Liao H., Song L., Et al., Twin shear unified elastoplastic constitutive model considering strain softening behavior, Chinese Journal of Rock Mechanics and Engineering, 33, 4, pp. 720-728, (2014)
[7]  
Zha W., Song X., Wu T., Et al., Experimental study of mechanical characteristics of coal-serial mudstone under different temperatures, Rock and Soil Mechanics, 35, 5, pp. 1334-1339, (2014)
[8]  
Zhang Z., Gao F., Sandstone samples under uniaxial compression, Chinese Journal of Rock Mechanics and Engineering, 31, 5, pp. 953-961, (2012)
[9]  
Hu Y., Liu Q., Experiment study on mechanical properties of granites unser repeated loading and unloading, International Journal of Modern Physics B, 22, 9-11, pp. 1634-1639, (2008)
[10]  
Tian Y., Yu R., Energy analysis of limestone during triaxial compression under different confining pressure, Rock and Soil Mechanics, 35, 1, pp. 118-122, (2014)