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A platform for research: civil engineering, architecture and urbanism
Analytical approach to bearing capacity and settlement of large diameter bored pile
Results of study on immediate settlement load relationships of single pile, on assumption of elastic-plastic relationship between pile movement and shaft resistance; calculable relationships exist between safety factors on base and shaft resistance; base resistance depends on Young's modulus; safety factor depends upon shear strength of ground and varies in direct proportion with base diameter; increase of shaft diameter will not necessarily result in increase of shaft resistance; enlarging base of large diameter piles will not be more effective than using extra concrete in longer shaft if settlements are to be restricted.
Analytical approach to bearing capacity and settlement of large diameter bored pile
Results of study on immediate settlement load relationships of single pile, on assumption of elastic-plastic relationship between pile movement and shaft resistance; calculable relationships exist between safety factors on base and shaft resistance; base resistance depends on Young's modulus; safety factor depends upon shear strength of ground and varies in direct proportion with base diameter; increase of shaft diameter will not necessarily result in increase of shaft resistance; enlarging base of large diameter piles will not be more effective than using extra concrete in longer shaft if settlements are to be restricted.
Analytical approach to bearing capacity and settlement of large diameter bored pile
Instn Civ Engrs -- Proc
Hobbs, N.B. (author)
1963
6 pages
Article (Journal)
English
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