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A Study on Displacement Effect of Different Foundation using Concrete and Rubble
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 Title & Authors
A Study on Displacement Effect of Different Foundation using Concrete and Rubble
Lim, Hae-Sik; Park, Yong-Boo;
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 Abstract
To reinforce bearing capacity-changed section or different foundation in the same building, empirical or simple tools have been used. To solve this problem, we suggest the analytical solution that can evaluate and reinforce the stability of foundation. To estimate the effect of reinforcement by replacement in different foundation, soil stiffness evaluation method taking into account the influence factor with respect to depth beneath the foundation need to be applied. In this paper, graphs and relevant formulae are suggested to calculate equivalent soil reaction coefficient showing the effect of reinforcement by crushed stone and lean concrete replacement.
 Keywords
Rubble Replacement;Concrete Replacement;Different Foundation;Equivalent Reaction Coefficient;
 Language
Korean
 Cited by
 References
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