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Particular cases
Chapter 14 deals with particular cases in earth pressure determination. Thereby, repeated quasi‐static loading, e.g. due to temperature effects in integral bridges are covered. Another particular case is pipelines, which are presented according to three basic cases by Kézdi. In the particular case of lateral pressure on piles, the proposal of Winter is described. The particular case of creep pressure is described using the approximations by Haefeli, Brandl and Dalmatinger. Other particular cases are the swelling pressure and earth pressure in heavily fissured rock. Active earth pressure within dams is explained in the proposal by Rendulic.
Particular cases
Chapter 14 deals with particular cases in earth pressure determination. Thereby, repeated quasi‐static loading, e.g. due to temperature effects in integral bridges are covered. Another particular case is pipelines, which are presented according to three basic cases by Kézdi. In the particular case of lateral pressure on piles, the proposal of Winter is described. The particular case of creep pressure is described using the approximations by Haefeli, Brandl and Dalmatinger. Other particular cases are the swelling pressure and earth pressure in heavily fissured rock. Active earth pressure within dams is explained in the proposal by Rendulic.
Particular cases
Hettler, Achim (author) / Kurrer, Karl‐Eugen (author)
Earth Pressure ; 267-273
2019-12-23
7 pages
Article/Chapter (Book)
Electronic Resource
English
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