Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
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
2008
Online Ressource (xvii, 510 pages)
24 cm
diagrams
Includes bibliographical references (pages 491-500)
Mode of access: World Wide Web. System requirements: Web browser. Title from title screen (viewed on Feb. 18, 2008). Access may be restricted to users at subscribing institutions.
Buch
Elektronische Ressource
Englisch
DDC:
620.19
| UB Braunschweig | 1943
| TIBKAT | 1954
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