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 JAMP  Vol.2 No.6 , May 2014
Estimating Unconfined Compressive Strength of Sedimentary Rocks in United Arab Emirates from Point Load Strength Index
Hussain Salah*, Maher Omar, Abdallah Shanableh
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Abstract: In this paper, three rock types including Sandstone, Mudstone, and Crystalline Gypsum were part of a laboratory study conducted to develop a dataset for predicting the unconfined compressive strength of UAE intact sedimentary rock specimens. Four hundred nineteen rock samples from various areas along the coastal region of the UAE were collected and tested for the development of this dataset and evaluation of models. From the statistical analysis of the data, regression equations were established among rock parameters and correlations were expressed and compared by the ones proposed in literature.
Keywords: Sedimentary Rocks, United Arab Emirates, Unconfined Compressive Strength, Point Load Strength Index, Regression Analysis
Cite this paper: Salah, H. , Omar, M. and Shanableh, A. (2014) Estimating Unconfined Compressive Strength of Sedimentary Rocks in United Arab Emirates from Point Load Strength Index. Journal of Applied Mathematics and Physics, 2, 296-303. doi: 10.4236/jamp.2014.26035.
References

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[2]   American Society of Testing and Materials (ASTM) (2008) Standard Test Method for Determination of the Point Load Strength Index of Rock and Application to Rock Strength Classifications, D5731-08.

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[6]   American Society of Testing and Materials (ASTM) (2002) Standard Test Method for Unconfined Compressive Strength of Intact Rock Core Specimens, D2938-95(R02).

[7]   American Society of Testing and Materials (ASTM) (2008) Standard Practices for Preparing Rock Core as Cylindrical Test Specimens and Verifying Conformance to Dimensional and Shape Tolerances, D4543-08.

[8]   American Society of Testing and Materials (ASTM) (2010) Standard Test Method for Compressive Strength and Elastic Moduli of Intact Rock Core Specimens under Varying States of Stress and Temperatures, D7012-10.

 
 
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