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A platform for research: civil engineering, architecture and urbanism
Norwegian experiences with steel piles to rock
25 yr experience in use of piles for foundations; condition of soft clay overlying hard and often steeply inclined rock surface creates number of problems in design and driving of point bearing piles to bedrock; methods of pile driving evolved to ensure satisfactory sealing of pile point into rock; problems of buckling of piles under load and corrosion of steel piles in ground. (See also Geotechnique v 7 n 2 June 1957 p 73-96)
Norwegian experiences with steel piles to rock
25 yr experience in use of piles for foundations; condition of soft clay overlying hard and often steeply inclined rock surface creates number of problems in design and driving of point bearing piles to bedrock; methods of pile driving evolved to ensure satisfactory sealing of pile point into rock; problems of buckling of piles under load and corrosion of steel piles in ground. (See also Geotechnique v 7 n 2 June 1957 p 73-96)
Norwegian experiences with steel piles to rock
Boston Soc Civ Engrs -- J
Bjerrum, L. (author)
1957
44 pages
Article (Journal)
English
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Norwegian experiences with steel piles to rock
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