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A platform for research: civil engineering, architecture and urbanism
Methods are presented for design of laterally loaded piles; methods are based on concepts that deformations at working loads should not be excessive and that complete collapse of pile group should not occur even under most adverse conditions; lateral deflections are calculated using coefficient of subgrade reaction; ultimate lateral resistance is determined assuming that either lateral resistance of soil or ultimate strength of pile section has been exceeded; proposed design method is illustrated by numerical example.
Methods are presented for design of laterally loaded piles; methods are based on concepts that deformations at working loads should not be excessive and that complete collapse of pile group should not occur even under most adverse conditions; lateral deflections are calculated using coefficient of subgrade reaction; ultimate lateral resistance is determined assuming that either lateral resistance of soil or ultimate strength of pile section has been exceeded; proposed design method is illustrated by numerical example.
Design of laterally loaded piles
ASCE -- Proc (J Soil Mechanics Foundations Div)
Broms, B.B. (author)
1965
21 pages
Article (Journal)
English
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