LEADER 02586nam 2200541 a 450 001 9911006852303321 005 20230422050051.0 010 $a1-61344-075-8 010 $a0-87335-293-9 035 $a(CKB)1000000000821581 035 $a(EBL)464607 035 $a(OCoLC)535997900 035 $a(SSID)ssj0000490283 035 $a(PQKBManifestationID)11308296 035 $a(PQKBTitleCode)TC0000490283 035 $a(PQKBWorkID)10467628 035 $a(PQKB)10644081 035 $a(MiAaPQ)EBC464607 035 $a(EXLCZ)991000000000821581 100 $a19990415d1999 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aRock slope stability$b[electronic resource] /$fCharles A. Kliche 210 $aLittleton, Colo. $cSociety for Mining, Metallurgy, and Exploration$dc1999 215 $a1 online resource (275 p.) 300 $aDescription based upon print version of record. 311 $a0-87335-171-1 320 $aIncludes bibliographical references and index. 327 $aCover; Title; Copyright; Contents; List of Figures; List of Tables; Preface; Acknowledgments; CHAPTER 1: Basic Concepts; CHAPTER 2: Rock Mass Properties; CHAPTER 3: Groundwater; CHAPTER 4: The Rockfall Hazard Rating System; CHAPTER 5: Kinematic Slope Stability Analysis; CHAPTER 6: Kinetic Slope Stability Analysis of Planar Failure; CHAPTER 7: Kinetic Slope Stability Analysis of Toppling Failure; CHAPTER 8: Kinetic Slope Stability Analysis of Wedge Failure; CHAPTER 9: Rock Slope Stabilization Techniques; CHAPTER 10: Geotechnical Instrumentation and Monitoring; Glossary; Index 330 $aWhether you're involved in surface mine design, surface mine production, construction, education, or regulation, this is an important book for your library. It describes the basic rock slope failure modes and methods of analysis--both kinematic and kinetic techniques. Chapters include geotechnical and geomechanical analysis techniques, hydrology, rock slope stabilization techniques, and geotechnical instrumentation and monitoring. Numerous examples, drawings, and photos enhance the text. 606 $aRock slopes 606 $aRock mechanics 606 $aStability 615 0$aRock slopes. 615 0$aRock mechanics. 615 0$aStability. 676 $a622.28 700 $aKliche$b Charles A.$f1951-$01650937 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9911006852303321 996 $aRock slope stability$94000581 997 $aUNINA