Rock abrasiveness testing

2015 ◽  
Vol 51 (1) ◽  
pp. 88-94 ◽  
Author(s):  
A. S. Tanaino
Keyword(s):  
2011 ◽  
Vol 44 (6) ◽  
pp. 20200055
Author(s):  
Yujie Wang ◽  
Ruilang Cao ◽  
Lei She ◽  
Yufei Zhao ◽  
Jin Pi
Keyword(s):  

1995 ◽  
Vol 10 ◽  
Author(s):  
Kiran Karki

Over the years, many attempts have been made to define and characterise rock abrasiveness. However, it is found that abrasiveness of rocks is not only difficult to define but also hard to measure. A number of relative rock abrasiveness tests have emerged but their results do not always faithfully reflect the characteristics of the rocks that may be useful in the excavation process. Under the circumstances, an in­ depth study of rock abrasiveness is warranted. The present study may provide additional help to fill a gap in this area. The study has addressed a number of issues on abrasivity of rocks and the objectives included inter-alia the following: 1. Developing and standardising appropriate testing techniques for evaluation of the abrasiveness and microhardness of the mine rocks. 2. Evaluating the abrasivity characteristics of mine rocks from Mosaboni copper mine, Jhinkpani limestone quarry and Indian coal-measure strata, Jharia, all from the Bihar State of India. 3. Evaluating the characteristics of a suite of rocks from Nepal (limestone from Nigale and quartzite from Bhedetar, Dhankuta District, Nepal). In this study a number of testing methods have been used to evaluate rock abrasiveness of rocks, specially the Cerchar Abrasivity Index (CAI), Schimazek Index and Indian School of Mines Abrasivity Test (ISMAT). The tests were performed in the rock mechanics laboratory of Indian School of Mines (ISM), Dhanbad, India. The results of these tests are discussed in detail. Hopefully, this study on abrasivity characteristics of rocks will aid in the selection of appropriate tools and excavation systems thereby enhancing the work performances and reducing the costs in excavations.


Ugol ◽  
2018 ◽  
pp. 86-91
Author(s):  
A.B. Zhabin ◽  
◽  
A.V. Polyakov ◽  
E.A. Averin ◽  
◽  
...  

2013 ◽  
Vol 690-693 ◽  
pp. 1878-1884
Author(s):  
Zhen Wei ◽  
Zong Gang Wang ◽  
Xiu Ju Zhao ◽  
Guang Tong Feng

By means of developing new rock abrasiveness device and using quenching steel spiral simulation micro-bit, the experimental investigation on rock abrasiveness that simulating the actual drilling surroundings in petroleum engineering had been conducted. based on the data of micro-bit’s wear weight, which broke unit volume rock, of which experimental samples are made from more than 850 cores of seven main geological profiles in Shengli oilfield, rock abrasiveness is divided into eight grades with Sturges empirical formula. The bit type selection and the bit life prediction could be conducted with the upper experimental method.


2020 ◽  
Vol 10 (9) ◽  
pp. 3231
Author(s):  
Tae Young Ko ◽  
Sean Seungwon Lee

The abrasiveness of rocks significantly influences the wear endured by excavation tools in tunnel boring machines (TBMs). In slurry shield TBMs, wear occurs not only in excavation tools but also in discharge pipes and pumps of slurry transport systems. To explore this phenomenon, this study investigated the effect of rock abrasiveness on the wear of both disc cutters and slurry discharge pipes in slurry shield TBMs. The radial wear of disc cutters and the thickness of slurry discharge pipes were measured and monitored at a TBM site in Singapore. The relationship between the weathering grade of Bukit Timah granite and the wear coefficient of disc cutters was analysed, and a correlation between the Cerchar Abrasivity Index values and the wear coefficient of 19 inch disc cutters was suggested. Additionally, the average wear rates of slurry discharge pipes used for Bukit Timah granite were determined based on the pipe thickness measurements. The wear rates of weathering grades G(I) to G(IV) of Bukit Timah granite were observed to be highly similar to each other, whereas the wear rates of G(V) grade and mixed ground were 1.55 times higher than those of the G(I) to G(IV) grades. The correlation between the slurry discharge velocity and the wear rate in slurry discharge pipes was thus derived. The accurate assessment of the effect of rock abrasiveness on both the wear of disc cutters and the wear rate in slurry discharge pipes, investigated in this paper, will highlight the need for efficient maintenance of the excavation tools in TBMs and encourage the development of various equipment wear prevention measures in order to minimize overall construction costs and time.


2008 ◽  
Vol 85 (4) ◽  
pp. 111-120 ◽  
Author(s):  
V.A. Golovanevskiy ◽  
R.A. Bearman

2018 ◽  
Vol 12 (2) ◽  
pp. 153-163 ◽  
Author(s):  
Changhao Wang ◽  
Shibin Li
Keyword(s):  

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