Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Soil investigations and test loading of piles on site of new slipway for boats up to 250 tons in Cochin; subsoil consists of upper layer of soft, normally consolidated clay in top layer; a 20 meter thick layer of stiff, overconsolidated clay and, from about 24 meters below sea level a very stiff clay; none of these clay layers would give sufficient bearing capacity for point-bearing piles; comparison of results from pile loading tests showed driven timber friction piles to be considerably more economic than bored, cast in place, piles.
Soil investigations and test loading of piles on site of new slipway for boats up to 250 tons in Cochin; subsoil consists of upper layer of soft, normally consolidated clay in top layer; a 20 meter thick layer of stiff, overconsolidated clay and, from about 24 meters below sea level a very stiff clay; none of these clay layers would give sufficient bearing capacity for point-bearing piles; comparison of results from pile loading tests showed driven timber friction piles to be considerably more economic than bored, cast in place, piles.
Subsoil conditions and bearing capacity of piles at site of new fishery station, Ernakulam, Kerala, south India
Oslo. Norges Geotekniske Institutt -- Publ
Eide, O. (Autor:in)
1965
8 pages
Report
Englisch
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