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<br />1 <br />1 <br />1 <br />1 <br />I, ,J <br />1 <br />1 <br />I <br />.1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br /> <br />TABLE OF CONTENTS <br /> <br />INTRODUCTION <br /> <br />SCOPE OF SERVICES <br /> <br />SLOPE STABILITY <br /> <br />CONCLUSIONS AND SUGGESTIONS <br />" <br /> <br />LIMITATIONS <br /> <br />CREDITS <br /> <br />TOE KEY, BENCH, & TOE DRAIN CONCEPT <br /> <br />LABORATORY INVESTIGATION <br /> <br />GRAIN SIZE DISTRIBUTION CURVE <br /> <br />LABORATORY MOISTURE DENSITY TEST RESULTS <br /> <br />TRIAXIAL COMPRESSION TEST RESULTS <br /> <br />M85U1GE <br /> <br />Page 1 <br /> 1 <br /> 2 <br /> 4 <br /> 5 <br /> 6 <br />Figure 1 <br />Appendix A <br />Figure Al <br /> A2 <br /> A3 <br /> <br />1Lambcrt anti !<<,6',6'ociatc,6' <br /> <br />CONSULTING GEOTECHNICAL ENGINEERS AND <br />MA TEAIAl fESTlNG <br />