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A platform for research: civil engineering, architecture and urbanism
Theory of Semi‐Infinite Elastic Solids
This chapter contains sections titled:
Elastic and plastic equilibrium
Fundamental assumptions
State of stress in a laterally confined elastic prism acted upon by its own weight
Stresses and displacements due to a point load on a semi‐infinite solid with a horizontal surface
Stresses due to a vertical, flexible load covering a part of the horizontal surface
Settlement of the surface of a semi‐infinite solid due to a flexible, vertical load on a finite area
Transition from state of elastic to that of plastic equilibrium beneath flexible loads
Distribution of contact pressure over the base of footings
Change in the distribution of the contact pressure due to an increase of the load
Stresses due to a vertical load on the horizontal surface of orthotropic and of nonhomogeneous semi‐infinite solids
Influence of size of loaded area on settlement
Stresses in a semi‐infinite solid due to skin friction on sheet piles and foundation piles
Stress distribution in semi‐infinite, elastic wedges
Stress distribution in the vicinity of shafts and tunnels in semi‐infinite elastic solids with a horizontal surface
Theory of Semi‐Infinite Elastic Solids
This chapter contains sections titled:
Elastic and plastic equilibrium
Fundamental assumptions
State of stress in a laterally confined elastic prism acted upon by its own weight
Stresses and displacements due to a point load on a semi‐infinite solid with a horizontal surface
Stresses due to a vertical, flexible load covering a part of the horizontal surface
Settlement of the surface of a semi‐infinite solid due to a flexible, vertical load on a finite area
Transition from state of elastic to that of plastic equilibrium beneath flexible loads
Distribution of contact pressure over the base of footings
Change in the distribution of the contact pressure due to an increase of the load
Stresses due to a vertical load on the horizontal surface of orthotropic and of nonhomogeneous semi‐infinite solids
Influence of size of loaded area on settlement
Stresses in a semi‐infinite solid due to skin friction on sheet piles and foundation piles
Stress distribution in semi‐infinite, elastic wedges
Stress distribution in the vicinity of shafts and tunnels in semi‐infinite elastic solids with a horizontal surface
Theory of Semi‐Infinite Elastic Solids
Terzaghi, Karl (author)
Theoretical Soil Mechanics ; 367-415
1943-01-01
49 pages
Article/Chapter (Book)
Electronic Resource
English
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