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Introduction -- Stress Conditions for Failure in Soils -- Plastic Equilibrium in a Semi-Infinite Mass with a Plane Surface -- Application of General Theories to Practical Problems -- Arching in Ideal Soils -- Retaining Wall Problems -- Passive Earth Pressure -- Bearing Capacity -- Stability of Slopes -- Earth Pressure on Temporary Supports in Cuts, Tunnels, and Shafts -- Anchored Bulkheads -- Effect of Seepage on the Conditions for Equilibrium in Ideal Sand -- Theory of Consolidation -- Capillary Forces -- Mechanics of Drainage -- Theories Involving a Coefficient of Subgrade, Soil, or Pile Reaction -- Theory of Semi-Infinite Elastic Solids -- Theory of Elastic Layers and Elastic Wedges on a Rigid Base -- Vibration Problems.
Introduction -- Stress Conditions for Failure in Soils -- Plastic Equilibrium in a Semi-Infinite Mass with a Plane Surface -- Application of General Theories to Practical Problems -- Arching in Ideal Soils -- Retaining Wall Problems -- Passive Earth Pressure -- Bearing Capacity -- Stability of Slopes -- Earth Pressure on Temporary Supports in Cuts, Tunnels, and Shafts -- Anchored Bulkheads -- Effect of Seepage on the Conditions for Equilibrium in Ideal Sand -- Theory of Consolidation -- Capillary Forces -- Mechanics of Drainage -- Theories Involving a Coefficient of Subgrade, Soil, or Pile Reaction -- Theory of Semi-Infinite Elastic Solids -- Theory of Elastic Layers and Elastic Wedges on a Rigid Base -- Vibration Problems.
Theoretical soil mechanics
Terzaghi, Karl (author)
1943
1 Online-Ressource (xvii, 510 pages)
diagrams
Includes bibliographical references (pages 491-500)
Use copy Restrictions unspecified star MiAaHDL
Book
Electronic Resource
English
DDC:
620.19
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