LEADER 04625nam 2200589 450 001 9910464103603321 005 20200520144314.0 010 $a1-68015-320-X 010 $a0-7844-7800-7 035 $a(CKB)2670000000548640 035 $a(EBL)3115666 035 $a(SSID)ssj0001136270 035 $a(PQKBManifestationID)11676403 035 $a(PQKBTitleCode)TC0001136270 035 $a(PQKBWorkID)11104244 035 $a(PQKB)10141893 035 $a(MiAaPQ)EBC3115666 035 $a(Au-PeEL)EBL3115666 035 $a(CaPaEBR)ebr10842638 035 $a(OCoLC)877363490 035 $a(EXLCZ)992670000000548640 100 $a20140309h20142014 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aSlope stability analysis by the limit equilibrium method $efundamentals and methods /$fYang H. Huang 210 1$aReston, Virginia :$cAmerican Society of Civil Engineers,$d2014. 210 4$d{phono}??2014 215 $a1 online resource (376 p.) 300 $aDescription based upon print version of record. 311 $a0-7844-1288-X 320 $aIncludes bibliographical references and index. 327 $a""Cover""; ""Contents""; ""Preface""; ""Part 1 Fundamentals of Slope Stability""; ""Chapter 1 Introduction""; ""1.1 Slope Movements""; ""1.2 Limit Plastic Equilibrium""; ""1.3 Methods of Stability Analysis""; ""Summary""; ""Problems""; ""Chapter 2 Mechanics of Slides""; ""2.1 Types of Failure Surface""; ""2.2 Total Stress versus Effective Stress""; ""2.3 Total Stress Analysis""; ""2.4 Effective Stress Analysis""; ""2.5 Factors of Safety""; ""Summary""; ""Problems""; ""Chapter 3 Shear Strength""; ""3.1 Subsurface Investigations""; ""3.2 Field Tests""; ""3.3 Laboratory Tests"" 327 $a""3.4 Shear Strength of Granular Materials""""3.5 Shear Strength of Municipal Solid Waste""; ""3.6 Typical Ranges and Correlations""; ""3.7 Back-Analysis of Shear Strength""; ""Summary""; ""Problems""; ""Chapter 4 Phreatic Surfaces""; ""4.1 Flownets""; ""4.2 Earth Dams without Filter Drains""; ""4.3 Earth Dams with Filter Drains""; ""4.4 Unsteady-State Seepage""; ""4.5 Pore Pressure Ratio""; ""Summary""; ""Problems""; ""Chapter 5 Remedial Measures for Correcting Slides""; ""5.1 Field Investigation""; ""5.2 Preliminary Planning""; ""5.3 Corrective Methods"" 327 $a""5.4 Selection of Methods for Stabilization""""Summary""; ""Part 2 Methods of Stability Analysis""; ""Chapter 6 Simplified Methods for Plane Failure Surfaces""; ""6.1 Infinite Slopes""; ""6.2 Triangular Cross Section""; ""6.3 Trapezoidal Cross Section""; ""6.4 Two Sliding Blocks""; ""6.5 Three Sliding Blocks""; ""6.6 Earth Pressure Method""; ""Summary""; ""Problems""; ""Chapter 7 Stability Charts and Other Solutions""; ""7.1 Homogeneous slopes with ? = 0""; ""7.2 Homogeneous Slopes with Both c and ?""; ""7.3 Triangular Fills on Rock or Stiff Slopes"" 327 $a""7.4 Trapezoidal Fills on Rock or Stiff Slopes""""7.5 Effective Stress Analysis of Homogeneous Dams""; ""7.6 Effective Stress Analysis of Nonhomogeneous Dams""; ""7.7 Total Stress Analysis of Dams with ? = 0""; ""7.8 Total Stress Analysis of Triangular Fills on Soil Slopes""; ""7.9 Friction Circle Method""; ""7.10 Logarithmic-Spiral Method""; ""Summary""; ""Problems""; ""Chapter 8 Method of Slices""; ""8.1 Overall Moment Equilibrium""; ""8.2 Normal Method""; ""8.3 Simplified Bishop Method""; ""8.4 Original Spencer Method""; ""8.5 Spencer Method""; ""8.6 Special Solution Techniques"" 327 $a""Summary""""Problems""; ""Chapter 9 Methods for Three-Dimensional Analysis""; ""9.1 Failure Surfaces with Ellipsoidal Ends""; ""9.2 Failure Surfaces with Planar Ends""; ""9.3 Equation for Overall Moment Equilibrium""; ""9.4 Normal Method""; ""9.5 Simplified Bishop Method""; ""9.6 Original Spencer Method""; ""Summary""; ""Problems""; ""Chapter 10 Reliability""; ""10.1 Some Statistical Terms""; ""10.2 Taylora???s Expansion""; ""10.3 Mean-Value First Order Second Moment Method""; ""10.4 Normal Distribution""; ""10.5 Lognormal Distribution""; ""Summary""; ""Problems"" 327 $a""Appendix: Preview of LEAME Computer Software"" 606 $aSlopes (Soil mechanics) 608 $aElectronic books. 615 0$aSlopes (Soil mechanics) 676 $a624.1/5136 700 $aHuang$b Yang H$g(Yang Hsien),$f1927-$0871035 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910464103603321 996 $aSlope stability analysis by the limit equilibrium method$91944473 997 $aUNINA