01654nam a2200361 i 4500001001200000003000800012006001900020007001500039008004100054020001800095020002700113040003500140035002100175050002400196082001900220100004100239245010700280264006800387264001100455300005100466336002100517337002300538338003200561504005100593588004700644590014700691650002800838655002200866776024900888797001201137856012601149999001701275ebr10842638CaPaEBRm     o  d        cr cn|||||||||140309t20142014vaua    ob    001 0 eng d  z9780784412886  a9780784478004 (e-book)  aCaPaEBRbengerdaepncCaPaEBR  a(OCoLC)87604391014aTA710b.H785 2014eb04a624.1/51362231 aHuang, Yang H.q(Yang Hsien),d1927-10aSlope stability analysis by the limit equilibrium method :bfundamentals and methods /cYang H. Huang. 1aReston, Virginia :bAmerican Society of Civil Engineers,c2014. 4c©2014  a1 online resource (378 pages) :billustrations  atext2rdacontent  acomputer2rdamedia  aonline resource2rdacarrier  aIncludes bibliographical references and index.  aDescription based on print version record.  aElectronic reproduction. Palo Alto, Calif. : ebrary, 2014. Available via World Wide Web. Access may be limited to ebrary affiliated libraries. 0aSlopes (Soil mechanics) 0aElectronic books.08iPrint version:aHuang, Yang H. (Yang Hsien), 1927-tSlope stability analysis by the limit equilibrium method : fundamentals and methods.dReston, Virginia : American Society of Civil Engineers, c2014 hix, 365 pages z9780784412886 w20130324222 aebrary.40uhttp://site.ebrary.com/lib/rucke/Doc?id=10842638zAn electronic book accessible through the World Wide Web; click to view  c93450d93450