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010   $a0-87335-295-5
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100   $a20001103d2001      uy             0
101 0 $aeng
135   $aur|n|---|||||
181   $ctxt
182   $cc
183   $acr
200 00$aSlope stability in surface mining$b[electronic resource] /$fedited by William A. Hustrulid, Michael K. McCarter, Dirk J.A. Van Zyl
210   $aLittleton, Colo. $cSociety for Mining, Metallurgy, and Exploration$d2001
215   $a1 online resource (461 p.)
300   $aDescription based upon print version of record.
311   $a0-87335-194-0 
320   $aIncludes bibliographical references and index.
327   $asection 1. Rock slope design considerations -- section 2. Case studies in rock slope stability -- section 3. Stability of wawste rock embankments -- section 4. Tailings and heap leaching.
330   $aAs we enter the 21st century, mines are being planned to reach depths of more than 1,100 meters, waste rock embankments have surpassed 600 meters in height, tailings dams have reached heights of 200 meters, and heap leach facilities have topped 150 meters. The push toward higher, deeper, and steeper, along with the larger and more productive equipment in use today, continues to test our tools and capabilities. Slope Stability in Surface Mining documents the progressive rise in technical understanding and sophistication in the field. Only by continuously collecting and exchanging information ca
606   $aStrip mining
606   $aSlopes (Soil mechanics)
615  0$aStrip mining.
615  0$aSlopes (Soil mechanics)
676   $a622/.292
701   $aHustrulid$b W. A$01480288
701   $aMcCarter$b M. K$g(M. Kim)$01480289
701   $aVan Zyl$b Dirk J. A$01480290
801  0$bMiAaPQ
801  1$bMiAaPQ
801  2$bMiAaPQ
906   $aBOOK
912   $a9910778524103321
996   $aSlope stability in surface mining$93696856
997   $aUNINA