Wear mechanisms of LCPC rock abrasivity test impellers of materials equivalent to TBM cutter head face tools

被引:8
作者
Abu Bakar, M. Z. [1 ]
Majeed, Y. [2 ]
Rashid, M. A. [1 ]
Ahmed, F. [3 ]
机构
[1] Univ Engn & Technol, Dept Geol Engn, Lahore, Pakistan
[2] Univ Engn & Technol, Dept Min Engn, Lahore, Pakistan
[3] Univ Engn & Technol, Dept Met & Mat Engn, Lahore, Pakistan
关键词
LCPC test impeller; Material hardness; Wear resistance; Wear mechanism; WATER-CONTENT; SPEED; SOIL;
D O I
10.1016/j.tust.2021.104122
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study aims at performing the LCPC (Laboratoire Central des Ponts et Chaussees) rock abrasivity test to explore the wear characteristics of LCPC test impellers of different material hardness (i.e., 70-75 HRB; 46-48 HRC; 54-56 HRC; 60-61 HRC and 78-82 HRC). The LCPC tests were carried out on two hard and abrasive minerals quartz and garnet. In terms of weight loss, the test results showed an inverse relationship between the material hardness and corresponding ABR (g/t) values. Microscopic examination was conducted to study the wear mechanisms of selected impellers tested on both quartz and garnet samples. The micrographs of LCPC steel impellers showed furrow deformation accompanied by micro cutting and brittle fracture in the case of soft standard test impellers (70-75 HRB). When the material hardness of impellers was increased from (46-48 HRC) to (78-82 HRC) the wear mechanism began to show micro cutting and brittle fracture. For both minerals in general with increase in hardness of impellers there was a decrease in material deformation along with gradual increase in brittle fracture. In the case of the quartz mineral, higher amounts of weight loss of impeller materials and hence higher ABR (g/t) values were observed due to angular morphology of quartz compared to the rounded grains of garnet. When comparing ABR (g/t) of quartz against garnet, it was found to be increased by 48%, 57%, 59% and 147% when testing using impellers of 46-48 HRC, 54-56 HRC, 60-61 HRC and 78-82 HRC respectively.
引用
收藏
页数:11
相关论文
共 51 条
[1]  
A.F.T.E.S, 1982, PROP MEAS TEST BE PE
[2]   Influence of propeller material hardness, testing time, rock properties, and conditioning on LCPC rock abrasiveness test [J].
Abu Bakar, M. Z. ;
Majeed, Y. ;
Rashid, M. A. .
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2021, 80 (02) :1599-1616
[3]   Abrasiveness evaluation of selected river gravels of Pakistan using LCPC rock abrasivity test [J].
Abu Bakar, M. Z. ;
Zafar, Z. ;
Majeed, Y. .
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2020, 79 (05) :2561-2577
[4]   Effects of rock water content on CERCHAR Abrasivity Index [J].
Abu Bakar, M. Z. ;
Majeed, Y. ;
Rostami, J. .
WEAR, 2016, 368 :132-145
[5]  
AFNOR, 1990, GRAN ESS ABR BROYAB
[6]  
agiz S., 2020, 54 US ROCK MECH GEOM
[7]   ISRM Suggested Method for Determining the Abrasivity of Rock by the CERCHAR Abrasivity Test [J].
Alber, Michael ;
Yarali, Olgay ;
Dahl, Filip ;
Bruland, Amund ;
Kaesling, Heiko ;
Michalakopoulos, Theodore N. ;
Cardu, Marilena ;
Hagan, Paul ;
Aydin, Hamit ;
Ozarslan, Ahmet .
ROCK MECHANICS AND ROCK ENGINEERING, 2014, 47 (01) :261-266
[8]  
[Anonymous], 2011, Geomech Tunn, DOI DOI 10.1002/GEOT.201100051
[9]  
[Anonymous], 2014, PAKISTAN J SCI
[10]  
[Anonymous], 2012, International Journal of Emerging Technology and Advanced Engineering