Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
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 (Autor:in) / Kurrer, Karl‐Eugen (Autor:in)
Earth Pressure ; 225-233
23.12.2019
9 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Active earth pressure under plane strain conditions
Wiley | 2019
|Plane Strain Testing with Passive Restraint
British Library Online Contents | 2014
|Plane Strain Testing with Passive Restraint
Online Contents | 2013
|Plane Strain Testing with Passive Restraint
Online Contents | 2013
|