Comparison and combination of Leeb hardness and point load strength for indirect measuring tensile and compressive strength of rocks
Author:
Funder
National Natural Science Foundation of China
Zhejiang Provincial Science and Technology Department
Natural Science Foundation of Zhejiang Province
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s10064-024-03608-x.pdf
Reference29 articles.
1. Alberti AP, Gomes A, Trenhaile A, Oliveira M, Horacio J (2013) Correlating river terrace remnants using an Equotip hardness tester: an example from the Miño River, northwestern Iberian Peninsula. Geomorphology 192:59–70. https://doi.org/10.1016/j.geomorph.2013.03.017
2. Aldeeky H, Al Hattamleh O, Rababah S (2020) Assessing the uniaxial compressive strength and tangent Young’s modulus of basalt rock using the Leeb rebound hardness test. Mater Constr 70(340):e230–e230. https://doi.org/10.3989/mc.2020.15119
3. Aoki H, Matsukura Y (2007) A new technique for non-destructive field measurement of rock-surface strength: an application of the Equotip hardness tester to weathering studies. Earth Surf Process Landf: J B Geomorphol Res Group 32(12):1759–1769. https://doi.org/10.1002/esp.1492
4. Aoki H, Matsukura Y (2008) Estimating the unconfined compressive strength of intact rocks from Equotip hardness. Bull Eng Geol Env 67:23–29. https://doi.org/10.1007/s10064-007-0116-z
5. ASTM A956–06 (2006) Standard test method for Leeb hardness testing of steel products, West Conshohocken, PA. https://doi.org/10.1520/A0956_A0956M-22
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