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Application of porous concrete to a structural foundation in soft ground

Authors
Kim, H.-T.Yoo, C.-H.Hwang, J.-S.Sim, Y.-J.
Issue Date
2007
Publisher
Trans Tech Publications
Keywords
Field test; Porous concrete; Settlement reduction effect
Citation
Advanced Materials Research, v.24-25, pp.895 - 898
Journal Title
Advanced Materials Research
Volume
24-25
Start Page
895
End Page
898
URI
https://scholarworks.bwise.kr/hongik/handle/2020.sw.hongik/24222
DOI
10.4028/0-87849-463-4.895
ISSN
1022-6680
Abstract
In this study, porous concrete is applied to the stone column, which is a structural foundation in soft ground. The porous concrete reinforces the upper portion of the stone column and forms a composite foundation to restrain bulging collapse. To function as a foundation material properly in soft ground, concrete must be permeable to expel subsurface ground water outside and have sufficient compressive strength to reduce settlement, which is a critical factor for the foundation design. From laboratory experiments, the compressive strength increases and the permeability decreases as the amount of cement increases. To evaluate the settlement, full-scale tests and finite element analyses using porous concrete were performed. As a result, it was confirmed that the use of a stone column reinforced by porous concrete was very effective in reducing the settlement of the foundation in soft ground.
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