A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Passive earth pressure under plane strain conditions
Chapter 6 contains the procedures for the determination of plane passive earth pressure with plane and curved slip surfaces. Apart from Coulomb, Pregl/Sokolowski's formulas are further elaborated on the basis of the characteristic method due to soil self‐weight, infinite uniformly distributed surcharges and cohesion. Furthermore, the procedure for a rotation of the wall about the top or toe and the distribution of the passive earth pressure are explained.
Passive earth pressure under plane strain conditions
Chapter 6 contains the procedures for the determination of plane passive earth pressure with plane and curved slip surfaces. Apart from Coulomb, Pregl/Sokolowski's formulas are further elaborated on the basis of the characteristic method due to soil self‐weight, infinite uniformly distributed surcharges and cohesion. Furthermore, the procedure for a rotation of the wall about the top or toe and the distribution of the passive earth pressure are explained.
Passive earth pressure under plane strain conditions
Hettler, Achim (author) / Kurrer, Karl‐Eugen (author)
Earth Pressure ; 225-233
2019-12-23
9 pages
Article/Chapter (Book)
Electronic Resource
English
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