Relationship between static and dynamic elastic modulus of calcarenite heated at different temperatures: the San Julián’s stone
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology
Link
http://link.springer.com/content/pdf/10.1007/s10064-014-0583-y.pdf
Reference20 articles.
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2. Al-Shayea NA (2004) Effects of testing methods and conditions on the elastic properties of limestone rock. Eng Geol 74(1–2):139–156. doi: 10.1016/j.enggeo.2004.03.007
3. Anon (1979) Classification of rocks and soils for engineering geological mapping part I: rock and soil materials. Bull Int Assoc Eng Geol 19(1):364–371. doi: 10.1007/bf02600503
4. Brotons V, Ivorra S, Martínez-Martínez J, Tomás R, Benavente D (2013) Study of creep behavior of a calcarenite: San Julián's stone (Alicante). Mater Constr 62(312). doi: 10.3989/mc.2013.06412
5. Ciccotti M, Mulargia E (2004) Differences between static and dynamic elastic moduli of a typical seismogenic rock. Geophys J Int 157(1):474–477. doi: 10.1111/j.1365-246X.2004.02213.x
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