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Abrasiveness is one of the properties of rocks that is measured in order to assess their suitability for mechanical excavation.
The CERCHAR abrasiveness test for rock is widely used for estimated performances of Tunnelling Boring Machines (TBM).
The rock is slowly displaced by 10mm. The abrasiveness of the rock is optained by measuring the resulting wear flat on the steel cone. the unit of abrasiveness is defined as a wear flat of 0.1mm diameter.
CERCHAR Abrasivity Index (CAI) for various rocks
Rock type |
CAI |
Location |
Shale |
0.9 |
New York |
Shale |
1.1 |
Ohio |
Limestone |
1.1 |
Illinois |
Barea Sandstone |
1.2 |
Ohio |
Indiana Limestone |
1.3 |
Indiana |
Phyllite |
1.3 |
Norway |
Mica Schist |
2.2 |
Washington, D.C. |
Andesite |
2.3 |
Arizona |
Quartz Diorite |
3.2 |
Norway |
Red Sandstone |
3.6 |
Kentucky |
Anphibolite |
3.6 |
Norway |
Gabbro |
3.7 |
Norway |
Granediorite |
3.9 |
North Carolina |
Granite |
4.0 |
Sweden |
Diorite |
4.1 |
North Carolina |
Gneiss |
4.1 |
Georgia |
Quartz Gneiss |
4.3 |
Georgia |
Quartzite |
4.3 |
East Africa |
Gneiss |
4.4 |
Norway |
Sandstone |
4.7 |
Kentucky |
Quartz Gneiss |
4.8 |
Norway |
Granite Gneiss |
4.8 |
Norway |
Mica Schist |
5.3 |
New York |
Quartzite |
5.9 |
Norway |
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