A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Settlement of single compressible pile
Settlement behavior of single compressible floating pile is analyzed and influence factors are presented for settlement for wide range of values of length-to-diameter ratio L/D and pile stiffness factor K, measure of relative compressibility of pile and, for solid pile, ratio of Young's moduli of pile and soil; comparisons between theoretical behavior of pile and that reported from field measurements of piles in clay show encouraging agreement. (26457)
Settlement of single compressible pile
Settlement behavior of single compressible floating pile is analyzed and influence factors are presented for settlement for wide range of values of length-to-diameter ratio L/D and pile stiffness factor K, measure of relative compressibility of pile and, for solid pile, ratio of Young's moduli of pile and soil; comparisons between theoretical behavior of pile and that reported from field measurements of piles in clay show encouraging agreement. (26457)
Settlement of single compressible pile
ASCE, J Soil Mech Found Div
Mattes, N.S. (author) / Poulos, H.G. (author)
1969
19 pages
Article (Journal)
English
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