New 2D joint roughness profiles based on pattern recognition technique
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s10064-023-03472-1.pdf
Reference121 articles.
1. Alameda-Hernandez P, Jimenez-Peralvarez J, Palenzuela J, El Hamdouni R, Irigaray C, Cabrerizo M, Chacon J (2014) Improvement of the JRC calculation using different parameters obtained through a new survey method applied to rock discontinuities. Rock Mech Rock Eng 47:2047–2060. https://doi.org/10.1007/s00603-013-0532-2
2. Andrade PS, Saraiva AA (2008) Estimating the joint roughness coefficient of discontinuities found in metamorphic rocks. Bull Eng Geol Environ 67:425–434. https://doi.org/10.1007/s10064-008-0151-4
3. Ankah MLY, Sunkpal DT, Zhao X, Kulatilake PHSW (2022) Role of heterogeneity on joint size effect, and influence of anisotropy and sampling interval on rock joint roughness quantification. Geomech Geophys Geo-Energy Geo-Resour 8:101. https://doi.org/10.1007/s40948-022-00413-2
4. Apostolopoulou MA, Steris PG, Armaghani DJ, Douvika MG, Lourenço PB, Cavaleri L, Bakolas A, Moropoulou A (2020) Mapping and holistic design of natural hydraulic lime mortars. Cem Concr Res 136:106167. https://doi.org/10.1016/j.cemconres.2020.106167
5. Armaghani DJ, Mamou A, Maraveas C, Roussis PC, Siorikis VG, Skentou AD, Asteris PG (2021) Predicting the unconfined compressive strength of granite using only two non-destructive test indexes. Geomech Eng 25(4):317–330. https://doi.org/10.12989/gae.2021.25.4.317
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