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7.0 References '
<br />Gable, D.J., 1968, Geology of the crystalline rocks in the western part of the
<br />Morrison Quadrangle, Jefferson County, Colorado, Geological Survey Bulletin
<br />1251-E, 45 p.
<br />Hoek, E., 2000, Rock Engineering, Course notes, 313 p.
<br />Hoek, E. and Bray, J.W., 1977, Rock Slope Engineering, Revised Second
<br />Edition, The Institution of Mining and Metallurgy, London.
<br />LACHEL & Associates, Inc (L&A), 1998, Structural Geology Evaluation of the
<br />Specification Aggregates Quarry, Annual Report, LACHEL & Associates
<br />consulting report, dated May 1998.
<br />LACHEL & Associates, Inc (L&A), 1999, Structural Geology Evaluation of the
<br />Specification Aggregates Quarry, Annual Report, LACHEL & Associates
<br />consulting report, dated May 1999.
<br />LACHEL & Associates, Inc (L&A), 2000, Structural Geology Evaluation of the
<br />Specification Aggregates Quarry, Annual Report, LACHEL & Associates
<br />consulting report, dated May 2000.
<br />LACHEL & Associates, Inc (L&A), 2001, Structural Geology Evaluation of the
<br />Specification Aggregates Quarry, Annual Report, LACHEL & Associates
<br />consulting report, dated May 2001.
<br />LACHEL & Associates, Inc (L&A), 2002, Structural Geology Evaluation of the
<br />Specification Aggregates Quarry, Annual Report, LACHEL & Associates
<br />consulting report, dated May 2002.
<br />LACHEL & Associates, Inc (L&A), 2003, Geotechnical Investigation and Slope
<br />Stability Analysis, Lafarge Specification Aggregates Quarry, LACHEL &
<br />Associates consulting report, dated May 2003.
<br />LACHEL & Associates, Inc (L&A), 2004, Structural Geology Evaluation of the
<br />Specification Aggregates Quarry, Annual Report, LACHEL & Associates
<br />consulting report, dated May 2004.
<br />LACHEL FELICE & Associates, Inc (L&A), 2005, Structural Geology Evaluation
<br />of the Specification Aggregates Quarry, Annual Report, LACHEL FELICE &
<br />Associates consulting report, dated April 2005.
<br />Markland, J.T., 1972, "A Useful Technique for Estimating the Stability of Rock
<br />Slopes when the Rigid Wedge Sliding Type of Failure is Expected." Imperial
<br />College Rock Mechanics Research Report, No. 19, pg. 10.
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