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1 <br />\2011 \MLE2 <br />Residual <br />Strens th <br />DRAWN <br />LMC <br />Residual <br />Strength <br />DATE 01/10 <br />Residual <br />Strength <br />Residual <br />Strength <br />Displacement (inches) <br />CALL & NICHOLAS, INC. <br />TUCSON, ARIZONA USA <br />REVISED 9/30/2011 4 20 PM <br />PERMIT STUDY \ REPORT\ CHAPTER 4 - ROCK STRENGTH PARAMETERS \ACM \FIG -4 -03 DWG <br />Lcad n2 <br />Load n1 <br />Load n4 <br />Load n3 <br />LABORATORY TESTING <br />DIRECT -SHEAR <br />TEST GRAPH <br />CRIPPLE CREEK & VICTOR <br />SCALE <br />N.T.S. <br />FIGURE 4 -3 <br />