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Lyons Sandstone Quarry Mr. Richard Spots <br />Slope Stability Analyses Water and Earth Technologies <br />4.0 REFERENCES <br />Engineering Analytics, Inc. (2013). Lyons Sandstone Quarry, Geotechnical Reclamation Plan. <br />August 29, 2013 <br />Hoek, E. (2007). Rock Mass Properties. Practical Rock Engineering: chapter 11. <br />https://www.rocscience.com/education/hoeks—comer. <br />Hoek, E., Carranza- Torres, C., Corkum, B. (2002). Hoek -Brown Failure Criterion. <br />Hynes- Griffen, M.E. and Franklin, A.G. (1984). Rationalizing the Seismic Coefficient Method: <br />United States Army Corp of Engineers, Waterways Experiment Station, CWIS Work Unit 31145 <br />Marinos, P. and Hoek, E. (2000). GSI: a geologically friendly tool for rock mass strength <br />estimation. GeoEng2000, Melbourne, Australia. <br />Geo -Slope International Ltd. (2012) GeoStudio SLOPE/W 2012 [computer software]. Calgary, <br />Alberta, Canada. June 2013 Release. <br />U.S. Geological Survey. (1990). Map D- Horizontal Velocity (90 Percent Probability of Not <br />Being Exceeded in 250 Years [map]. 2120. 1:7,500,000. Probabilistic Earthquake Acceleration <br />and Velocity Maps for the United States and Puerto Rico. Reston, VA: U.S. Department of the <br />Interior, USGS. <br />West, T.R., (1995) Geology Applied to Engineering. Prentice Hall, Inc. Pg. 83. <br />March 21, 2014 3 Engineering Analytics, Inc. <br />