A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Induced pore pressures during pile-driving operations
Theory for estimating maximum pore pressures induced by pile driving is presented; theoretical results are compared with measurements carried out at three sites, and some published data; pore pressure generally increases with depth resulting from increase in effective overburden stress; there is no direct summation of pore pressures within failure zone of pile owing to driving of adjacent piles.
Induced pore pressures during pile-driving operations
Theory for estimating maximum pore pressures induced by pile driving is presented; theoretical results are compared with measurements carried out at three sites, and some published data; pore pressure generally increases with depth resulting from increase in effective overburden stress; there is no direct summation of pore pressures within failure zone of pile owing to driving of adjacent piles.
Induced pore pressures during pile-driving operations
Canada. Nat Research Council -- Associate Committee Geotechnical Research -- Tech Memo
Lo, K.Y. (author) / Stermac, A.G. (author)
1965
5 pages
Article (Journal)
English
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