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Home  >  Journal list  >  Journal of the Society of Materials Science, Japan  >  Vol.54  No.11 (2005)  >  pp.1129-1134

Journal of the Society of Materials Science, Japan
<<Previous article Vol.54  No.11 (2005)   pp.1129 - 1134 Next article>>

Liquefied Stabilized Soil Method for Building Foundation

Tomoharu ONISHI1), Mitsuo NOZU1), Hiroki YOSHITOMI1), Mamoru FUJII2) and Hiroyuki AKISHIGE3)
1) Dept. of GEO Eng., Fudo Construction Co. Ltd.
2) Dept. of Arch & Bailding Eng., Tokai Univ.
3) Dept. of Urban Renaissance Agency

Soil improvement method of Liquefied Stabilized Soil Method (LSS) could not be applied for building foundation, since LSS has been mainly used as a temporary backfilling works and filling works to place the space with recycled excavated surplus soil or light-weight cement mixed soil.
However, Japanese building standard law was revised, and LSS has been recognized that it has high-quality and sufficient performance to support the building structure.
In this report, the design of strength and quality control method of LSS used as building foundation is proposed, and future perspective is discussed.

Liquefied stabilized soil method, Building foundation, High-rise buildings, Quality control Coefficient of variation

Received: February 08, 2005
Published online: April 07, 2006
Copyright (c) 2006 by The Society of Materials Science, Japan



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