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A platform for research: civil engineering, architecture and urbanism
Earth Pressure on Temporary Supports in Cuts, Tunnels, and Shafts
This chapter contains sections titled:
General characteristics of shear failures behind timbered supports
Earth pressure on timbering of cuts in ideal sand
Earth pressure on the timbering of cuts in ideal cohesive soil
Conditions for the stability of the bottom of a cut
Tunnels through sand
Application of Rankine's theory to the computation of the pressure of sand on the lining of tunnels
Tunnels through cohesive soil
State of stress in the vicinity of drill holes
Conditions for the equilibrium of sand adjoining the walls of a shaft located above the water table
Pressure of clay on the walls of shafts
Earth Pressure on Temporary Supports in Cuts, Tunnels, and Shafts
This chapter contains sections titled:
General characteristics of shear failures behind timbered supports
Earth pressure on timbering of cuts in ideal sand
Earth pressure on the timbering of cuts in ideal cohesive soil
Conditions for the stability of the bottom of a cut
Tunnels through sand
Application of Rankine's theory to the computation of the pressure of sand on the lining of tunnels
Tunnels through cohesive soil
State of stress in the vicinity of drill holes
Conditions for the equilibrium of sand adjoining the walls of a shaft located above the water table
Pressure of clay on the walls of shafts
Earth Pressure on Temporary Supports in Cuts, Tunnels, and Shafts
Terzaghi, Karl (author)
Theoretical Soil Mechanics ; 182-215
1943-01-01
34 pages
Article/Chapter (Book)
Electronic Resource
English
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