Soil strength and slope stability /
- 出版日期：c2014.
- 出版者：Wiley,
- 页数：xi, 317 pages :
- 出版地：Hoboken, NJ :
- 第一责任说明：J. Michael Duncan, Stephen G. Wright, Thomas L. Brandon.
- 尺寸：29 cm
- 分类号：a478
- ISBN：9781118651650(hardback) :
MARC全文
02h0069620 20151124151346.0 151029s2014 njua frb |001|||eng | 9781118651650(hardback) : CNY965.00 DLC eng rda DLC YDX ; BTCTA ; BDX ; OCLCF ; YDXCP ; CUV ; UKMGB ; AU@ ; OCLCO ; CNNGL pcc TA710 .D868 2014 624.1/51363 23 a478 aTU43 v5 Duncan, J. M. (James Michael) Soil strength and slope stability / J. Michael Duncan, Stephen G. Wright, Thomas L. Brandon. 2nd edition Hoboken, NJ : Wiley, c2014. aHoboken, New Jersey : bWiley, c[2014] xi, 317 pages : illustrations ; 29 cm atext 2rdacontent aunmediated 2rdamedia avolume 2rdacarrier Includes bibliographical references (pages 295-307) and index. Machine generated contents note: ch. 1 Introduction -- Summary -- ch. 2 Examples And Causes Of Slope Failures -- 2.1.Introduction -- 2.2.Examples of Slope Failure -- 2.3.The Olmsted Landslide -- 2.4.Panama Canal Landslides -- 2.5.The Rio Mantaro Landslide -- 2.6.Kettleman Hills Landfill Failure -- 2.7.Causes of Slope Failure -- 2.8.Summary -- ch. 3 Soil Mechanics Principles -- 3.1.Introduction -- 3.2.Total and Effective Stresses -- 3.3.Drained and Undrained Shear Strengths -- 3.4.Basic Requirements for Slope Stability Analyses -- ch. 4 Stability Conditions For Analysis -- 4.1.Introduction -- 4.2.End-of-Construction Stability -- 4.3.Long-Term Stability -- 4.4.Rapid (Sudden) Drawdown -- 4.5.Earthquake -- 4.6.Partial Consolidation and Staged Construction -- 4.7.Other Loading Conditions -- 4.8.Analysis Cases for Earth and Rockfill Dams -- ch. 5 Shear Strength -- 5.1.Introduction -- 5.2.Behavior of Granular Materials---Sand, Gravel, and Rockfill -- 5.3.Silts -- 5.4.Clays -- ; Contents note continued: 5.5.Municipal Solid Waste -- ch. 6 Mechanics Of Limit Equilibrium Procedures -- 6.1.Definition of the Factor of Safety -- 6.2.Equilibrium Conditions -- 6.3.Single Free-Body Procedures -- 6.4.Procedures of Slices: General -- 6.5.Procedures of Slices: Circular Slip Surfaces -- 6.6.Procedures of Slices: Noncircular Slip Surfaces -- 6.7.Procedures of Slices: Assumptions, Equilibrium Equations, and Unknowns -- 6.8.Procedures of Slices: Representation of Interslice Forces (Side Forces) -- 6.9.Computations with Anisotropic Shear Strengths -- 6.10.Computations with Curved Strength Envelopes -- 6.11.Finite Element Analysis of Slopes -- 6.12.Alternative Definitions of the Factor of Safety -- 6.13.Pore Water Pressure Representation -- ch. 7 Methods Of Analyzing Slope Stability -- 7.1.Simple Methods of Analysis -- 7.2.Slope Stability Charts -- 7.3.Spreadsheet Software -- 7.4.Finite Element Analyses of Slope Stability -- ; Contents note continued: 7.5.Computer Programs for Limit Equilibrium Analyses -- 7.6.Verification of Results of Analyses -- 7.7.Examples for Verification of Stability Computations -- ch. 8 Reinforced Slopes And Embankments -- 8.1.Limit Equilibrium Analyses with Reinforcing Forces -- 8.2.Factors of Safety for Reinforcing Forces and Soil Strengths -- 8.3.Types of Reinforcement -- 8.4.Reinforcement Forces -- 8.5.Allowable Reinforcement Forces and Factors of Safety -- 8.6.Orientation of Reinforcement Forces -- 8.7.Reinforced Slopes on Firm Foundations -- 8.8.Embankments on Weak Foundations -- ch. 9 Analyses For Rapid Drawdown -- 9.1.Drawdown during and at the End of Construction -- 9.2.Drawdown for Long-Term Conditions -- 9.3.Partial Drainage -- 9.4.Shear-Induced Pore Pressure Changes -- ch. 10 Seismic Slope Stability -- 10.1.Analysis Procedures -- 10.2.Pseudostatic Screening Analyses -- 10.3.Determining Peak Accelerations -- 10.4.Shear Strength for Pseudostatic Analyses -- ; Contents note continued: 10.5.Postearthquake Stability Analyses -- ch. 11 Analyses Of Embankments With Partial Consolidation Of Weak Foundations -- 11.1.Consolidation During Construction -- 11.2.Analyses of Stability with Partial Consolidation -- 11.3.Observed Behavior of an Embankment Constructed in Stages -- 11.4.Discussion -- ch. 12 Analyses To Back-Calculate Strengths -- 12.1.Back-Calculating Average Shear Strength -- 12.2.Back-Calculating Shear Strength Parameters Based on Slip Surface Geometry -- 12.3.Examples of Back-Analyses of Failed Slopes -- 12.4.Practical Problems and Limitation of Back-Analyses -- 12.5.Other Uncertainties -- ch. 13 Factors Of Safety And Reliability -- 13.1.Definitions of Factor of Safety -- 13.2.Factor of Safety Criteria -- 13.3.Reliability and Probability of Failure -- 13.4.Standard Deviations and Coefficients of Variation -- 13.5.Estimating Reliability and Probability of Failure -- ch. 14 Important Details Of Stability Analyses -- ; Contents note continued: 14.1.Location of Critical Slip Surfaces -- 14.2.Examination of Noncritical Slip Surfaces -- 14.3.Tension in the Active Zone -- 14.4.Inappropriate Forces in the Passive Zone -- 14.5.Other Details -- 14.6.Verification of Calculations -- 14.7.Three-Dimensional Effects -- ch. 15 Presenting Results Of Stability Evaluations -- 15.1.Site Characterization and Representation -- 15.2.Soil Property Evaluation -- 15.3.Pore Water Pressures -- 15.4.Special Features -- 15.5.Calculation Procedure -- 15.6.Analysis Summary Figure -- 15.7.Parametric Studies -- 15.8.Detailed Input Data -- 15.9.Table Of Contents -- ch. 16 Slope Stabilization And Repair -- 16.1.Use of Back-Analysis -- 16.2.Factors Governing Selection of Method of Stabilization -- 16.3.Drainage -- 16.4.Excavations and Buttress Fills -- 16.5.Retaining Structures -- 16.6.Reinforcing Piles and Drilled Shafts -- 16.7.Injection Methods -- 16.8.Vegetation -- 16.9.Thermal Treatment -- 16.10.Bridging -- ; Contents note continued: 16.11.Removal and Replacement of the Sliding Mass. The definitive guide to the critical issue of slope stability and safety Soil Strength and Slope Stability, Second Edition presents the latest thinking and techniques in the assessment of natural and man-made slopes, and the factors that cause them to survive or crumble. Using clear, concise language and practical examples, the book explains the practical aspects of geotechnical engineering as applied to slopes and embankments. The new second edition includes a thorough discussion on the use of analysis software, providing the background to understand what the software is doing, along with several methods of manual analysis that allow readers to verify software results. The book also includes a new case study about Hurricane Katrina failures at 17th Street and London Avenue Canal, plus additional case studies that frame the principles and techniques described. Slope stability is a critical element of geotechnical engineering, involved in virtually every civil engineering project, especially highway development. Soil Strength and Slope Stability fills the gap in industry literature by providing practical information on the subject without including extraneous theory that may distract from the application. This balanced approach provides clear guidance for professionals in the field, while remaining comprehensive enough for use as a graduate-level text. Topics include: * Mechanics of soil and limit equilibrium procedures * Analyzing slope stability, rapid drawdown, and partial consolidation * Safety, reliability, and stability analyses * Reinforced slopes, stabilization, and repair The book also describes examples and causes of slope failure and stability conditions for analysis, and includes an appendix of slope stability charts. Given how vital slope stability is to public safety, a comprehensive resource for analysis and practical action is a valuable tool. Soil Strength and Slope Stability is the definitive guide to the subject, proving useful both in the classroom and in the field. Slopes (Soil mechanics) aWright, Stephen G. ; q(Stephen Gailord), ; d1943- ; aBrandon, Thomas L. Online version: Duncan, J. M. (James Michael) Soil strength and slope stability Hoboken, New Jersey : John Wiley & Sons Inc., [2014] 9781118917954 (DLC) 2014012431 aCN b010001 010001 478 D91/2 gljx1506 h1 ; rCNY965.00