Soil strength and slope stability

Soil strength and slope stability

by Duncan, J. M., (James Michael)

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Title Statements

  • Full title :Soil strength and slope stability / J. Michael Duncan, Stephen G. Wright, Thomas L. Brandon.

Edition Statements

  • Publication Date:[2014].
  • Edition:2nd ed

Publication Statements

  • Publisher(s):Wiley
  • Place of Publication:Hoboken, NJ
  • Language:eng
  • Publication Date:[2014].

Notes

16.11. Removal and Replacement of the Sliding Mass.

The Physical Object

  • Description:xi, 317 p. : : il. ; : 29 cm.

Edition Identifiers

  • ISBN:9781118651650, 1118651650
  • oclc:on1054966687
  • LC Classification:TA710

Table of Contents

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.

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 o…

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Subjects

ESTABILIZACIÓN DE SUELOS Taludes (Mecánica de suelos)

Writers

Duncan, J. M., (James Michael) Brandon, Thomas L. Wright, Stephen G., (Stephen Gailord)

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