Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
A design philosophy for pile foundations in frozen soils is presented whereby seven different pile types may be used in different frozen subsoil conditions. The mechanics of frozen ground as well as of geotechnical engineering are emphasized to select a particular pile type. Various factors governing the pile-load capacity are analyzed to determine the worst design conditions which include the evaluations of summer and winter loadings.
A design philosophy for pile foundations in frozen soils is presented whereby seven different pile types may be used in different frozen subsoil conditions. The mechanics of frozen ground as well as of geotechnical engineering are emphasized to select a particular pile type. Various factors governing the pile-load capacity are analyzed to determine the worst design conditions which include the evaluations of summer and winter loadings.
Pile foundations in frozen soils
Pfahlgruendung unter Dauerfrostbedingungen
Phukan, A. (Autor:in)
ASME-Papers ; 1-9
1977
9 Seiten, 15 Bilder, 1 Tabelle, 19 Quellen
Aufsatz (Konferenz)
Englisch
ALASKA , GRUENDUNGSPFAHL , BAUTECHNIK , ERDBAU , PETROCHEMIE
Pile Foundations in Thermally Fragile Frozen Soils
| NTIS | 1970
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Timber Pile Foundations for Expansive Soils
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Pile Foundations in Noncaked Saturated Soils
| Online Contents | 2002
Pile Foundations in Noncaked Saturated Soils
| British Library Online Contents | 2002