LEADER 05243nam 2200601 450 001 9910465401403321 005 20200520144314.0 010 $a1-5231-1054-6 010 $a1-118-91796-0 035 $a(CKB)3710000000222768 035 $a(EBL)1767444 035 $a(MiAaPQ)EBC1767444 035 $a(DLC) 2014012431 035 $a(Au-PeEL)EBL1767444 035 $a(CaPaEBR)ebr10909566 035 $a(CaONFJC)MIL637367 035 $a(OCoLC)888747241 035 $a(EXLCZ)993710000000222768 100 $a20140828h20142014 uy 0 101 0 $aeng 135 $aurcnu|||||||| 181 $2rdacontent 182 $2rdamedia 183 $2rdacarrier 200 10$aSoil strength and slope stability /$fJ. Michael Duncan, Stephen G. Wright, Thomas L. Brandon 205 $aSecond edition. 210 1$aHoboken, New Jersey :$cWiley,$d2014. 210 4$dİ2014 215 $a1 online resource (334 p.) 300 $aDescription based upon print version of record. 311 $a1-118-65165-0 320 $aIncludes bibliographical references and index. 327 $aCover; Title Page; Copyright; Contents; Foreword; Preface; Chapter 1 Introduction; Summary; Chapter 2 Examples and Causes of Slope Failures; 2.1 Introduction; 2.2 Examples of Slope Failure; 2.2.1 The London Road and Highway 24 Landslides; 2.2.2 The Landslide at Tuve, Sweden; 2.2.3 The National Highway No. 3 Landslide, Taiwan; 2.2.4 Slope Failures in Highway, Dam, and Levee Embankments; 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; 2.7.1 Decrease in Shear Strength 327 $a2.7.2 Increase in Shear Stress 2.8 Summary; Chapter 3 Soil Mechanics Principles; 3.1 Introduction; 3.1.1 Drained and Undrained Conditions; 3.2 Total and Effective Stresses; 3.3 Drained and Undrained Shear Strengths; 3.3.1 Sources of Shear Strength; 3.3.2 Drained Strength; 3.3.3 Volume Changes During Drained Shear; 3.3.4 Pore Pressure Changes During Undrained Shear; 3.3.5 Undrained Strength; 3.3.6 Strength Envelopes; 3.4 Basic Requirements for Slope Stability Analyses; 3.4.1 Analyses of Drained Conditions; 3.4.2 Analyses of Undrained Conditions; 3.4.3 How Long Does Drainage Take? 327 $a3.4.4 Short-Term Analyses 3.4.5 Long-Term Analyses; 3.4.6 Progressive Failure; Chapter 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; 4.7.1 Rapid Flood Loading; 4.7.2 Surcharge Loading; 4.7.3 Partial Submergence and Intermediate Water Levels; 4.8 Analysis Cases for Earth and Rockfill Dams; Chapter 5 Shear Strength; 5.1 Introduction; 5.2 Behavior of Granular Materials-Sand, Gravel, and Rockfill 327 $a5.2.1 Effects of Confining Pressure 5.2.2 Effects of Density; 5.2.3 Effects of Gradation; 5.2.4 Plane Strain Effects; 5.2.5 Triaxial Tests on Granular Materials; 5.2.6 Field Control of Fill Density; 5.2.7 Strength Correlations for Granular Materials; 5.2.8 Typical Values of ?'' for Sands, Gravels, and Rockfills; 5.3 Silts; 5.3.1 Behavior of Silts; 5.3.2 In Situ Testing of Low-Plasticity Silts; 5.3.3 Effects of Sample Disturbance; 5.3.5 Effects of Cavitation During Strength Tests; 5.3.6 Rate of Drainage of Silt Deposits; 5.3.7 Unconsolidated-Undrained Triaxial Tests on Low-Plasticity Silts 327 $a5.3.8 Consolidated-Undrained Triaxial Tests on Low-Plasticity Silts 5.3.9 Effective Stress Strength Envelopes; 5.3.10 Strengths of Compacted Silts; 5.3.11 Undrained Strength Ratios for Silts; 5.3.12 Typical Values of ?'' for Silts; 5.4 Clays; 5.4.1 Factors Affecting Clay Strength; 5.4.2 Methods of Evaluating Undrained Strengths of Intact Clays; 5.4.3 Comparison of Laboratory and Field Methods for Undrained Strength Assessment; 5.4.4 Use of Correlations for Estimating Undrained Shear Strength; 5.4.5 Typical Peak Effective Stress Friction Angles for Intact Clays; 5.4.6 Stiff-Fissured Clays 327 $a5.4.7 Compacted Clays 330 $aThe 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 sev 606 $aSlopes (Soil mechanics) 608 $aElectronic books. 615 0$aSlopes (Soil mechanics) 676 $a624.1/51363 700 $aDuncan$b J. M$g(James Michael),$0898137 702 $aWright$b Stephen G$g(Stephen Gailord),$f1943- 702 $aBrandon$b Thomas L. 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910465401403321 996 $aSoil strength and slope stability$92006757 997 $aUNINA LEADER 04171nam 2200553Ia 450 001 9911004778003321 005 20200520144314.0 010 $a0-7844-7677-2 035 $a(CKB)2670000000275290 035 $a(EBL)3115605 035 $a(SSID)ssj0000756962 035 $a(PQKBManifestationID)12352963 035 $a(PQKBTitleCode)TC0000756962 035 $a(PQKBWorkID)10753433 035 $a(PQKB)11172185 035 $a(MiAaPQ)EBC3115605 035 $a(ASCE)10.1061/9780784412091 035 $a(EXLCZ)992670000000275290 100 $a20120525d2012 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 00$aSpar platforms $etechnology and analysis methods /$fedited by Moo-Hyun Kim 210 $aReston, Va. $cAmerican Society of Civil Engineers$dc2012 215 $a1 online resource (240 p.) 300 $aDescription based upon print version of record. 311 $a0-7844-1209-X 320 $aIncludes bibliographical references and index. 327 $aPart 1 History and Concept: Chapter 1 Spar Floating Drilling, Production, and Storage System: History and Evolution; Part 2 Mooring and Anchor Design: Chapter 2 Taut-Leg Mooring System and Anchoring for Spars; Part 3 Global Motion Analysis and Numerical Model: Chapter 3 Hull/Mooring/Riser Coupled Spar Motion Analysis: Sensitivity against Methodological/Environmental/Empirical Parameters; Chapter 4 Spar Hull/Mooring/Riser Coupled Dynamic Analysis, VIM Effects, and Mathieu Instability; Chapter 5 Coupled Analysis of a Spar Using Slender-Body Formulas; Chapter 6 Spar Analysis, Comparison, and Theory: Morison Formula versus Diffraction Theory; Part 4 Vortex Induced Motion: Chapter 7 Spar Vortex Induced Motion Considerations for Design; Part 5 Model Testing and Field Data: Chapter 8 Deepwater Spar Model Testing: Considerations for Planning a Physical Model Test Program; Chapter 9 Comprehensive Full-Scale Data Comparison for the Horn Mountain Spar 330 3 $aSponsored by the Ocean and Offshore Engineering Committee of the Coasts, Oceans, Ports, and Rivers Institute of ASCE. Spar Platforms: Technology and Analysis Methods examines the design, analysis, and use of spar platforms for offshore oil production. Since the first spar platform, the Oryx Neptune, was installed in the Gulf of Mexico in 1996, spars have evolved into a proven, reliable technology for oil drilling and production in deep and remote areas. Three spar concepts are in use today: the classic spar, the truss spar, and the cell spar. Although the technology and analysis methods are considered mature, technical challenges remain, including understanding and suppressing vortex-induced motion and improving survivability in category 4 and 5 hurricanes. This volume surveys the history of spar development and presents detailed design modeling aspects of spar hull, mooring, and anchoring systems. Two methodologies?the diffraction method and the Morrison formula?that can be used to analyze spar motions are demonstrated and assessed. Design considerations for vortex-induced motion of spars are weighed, along with possible remedies. In addition, testing methods for spar models in wave basins are considered, and full-scale field data is compared with the results of several numerical analysis tools. Ocean and coastal engineers, those involved in the design and construction of offshore structures, and petroleum engineers will find the book a useful supplement to existing specifications for spar platforms. 606 $aDrilling platforms 606 $aOffshore oil well drilling 606 $aUnderwater drilling 615 0$aDrilling platforms. 615 0$aOffshore oil well drilling. 615 0$aUnderwater drilling. 676 $a622/.33819 701 $aKim$b Mu-hyon$01825319 712 02$aAmerican Society of Civil Engineers. 712 02$aAmerican Society of Civil Engineers.$bCommittee on Ocean and Offshore Engineering. 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9911004778003321 996 $aSpar platforms$94392873 997 $aUNINA