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OCoLC |
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20240329122006.0 |
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m o d |
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230209s2014 xx o ||| 0 eng d |
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|a EBLCP
|b eng
|c EBLCP
|d DXU
|d EBLCP
|d OCLCQ
|d OCLCO
|d OCLCQ
|d OCLCL
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| 066 |
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|c (N
|c (S
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|a 9781118917961
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|a 1118917960
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|a (OCoLC)1347025488
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|a 624.1/51363
|q OCoLC
|2 23/eng/20230216
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| 049 |
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|a UAMI
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| 100 |
1 |
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|a Duncan, J. Michael.
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| 245 |
1 |
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|a Soil Strength and Slope Stability
|h [electronic resource].
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| 260 |
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|a Newark :
|b John Wiley & Sons, Incorporated,
|c 2014.
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| 300 |
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|a 1 online resource (334 p.).
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| 490 |
1 |
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|a New York Academy of Sciences Ser.
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| 500 |
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|a Description based upon print version of record.
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| 505 |
0 |
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|a Cover -- 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
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|a 2.7.1 Decrease in Shear Strength -- 2.7.2 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
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| 505 |
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|a 3.4.2 Analyses of Undrained Conditions -- 3.4.3 How Long Does Drainage Take? -- 3.4.4 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
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| 500 |
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|a 5.4.3 Comparison of Laboratory and Field Methods for Undrained Strength Assessment
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| 590 |
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|a ProQuest Ebook Central
|b Ebook Central Academic Complete
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| 758 |
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|i has work:
|a Soil strength and slope stability (Text)
|1 https://id.oclc.org/worldcat/entity/E39PCGgpQ3Mb74h9mdj3pjHVFq
|4 https://id.oclc.org/worldcat/ontology/hasWork
|
| 776 |
0 |
8 |
|i Print version:
|a Duncan, J. Michael
|t Soil Strength and Slope Stability
|d Newark : John Wiley & Sons, Incorporated,c2014
|z 9781118651650
|
| 830 |
|
0 |
|a New York Academy of Sciences Ser.
|
| 856 |
4 |
0 |
|u https://ebookcentral.uam.elogim.com/lib/uam-ebooks/detail.action?docID=7104230
|z Texto completo
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| 880 |
8 |
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|6 505-00/(N
|a Chapter 5 Shear Strength -- 5.1 Introduction -- 5.2 Behavior of Granular Materials-Sand, Gravel, and Rockfill -- 5.2.1 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 Ф' 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
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| 880 |
8 |
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|6 505-00/(S
|a 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 -- 5.3.8 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 Φ' for Silts -- 5.4 Clays -- 5.4.1 Factors Affecting Clay Strength -- 5.4.2 Methods of Evaluating Undrained Strengths of Intact Clays
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| 938 |
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|a ProQuest Ebook Central
|b EBLB
|n EBL7104230
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| 994 |
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|a 92
|b IZTAP
|
