Mechanical Characteristics and Compressibility of Light-Weighted Foam Soil

경량혼합토에 대한 압축성 및 역학적 특성

  • 윤길림 (한국해양연구원 연안항만공학연구본부) ;
  • 김병탁 (한국해양연구원 연안항만공학연구본부) ;
  • 박수용 (경북대학교 토목공학과)
  • Published : 2002.10.01

Abstract

The mechanical characteristics and compressibility of Light-Weighted Foam Soil (LWFS) are investigated. LWFS is composed of the dredged soil from offshore, cement and foam to reduce the unit-weight and increase compressive strength. For this purpose, the unconfined compression tests and triaxial compression tests are carried out on the prepared specimens of LWFS with various conditions such as initial water contents, cement contents, and confining stresses. The test results of LWFS indicated that the stress-strain relationship and the compressive strength are strongly influenced by the cement contents rather than the intial water contents of the dredged soils. In this study, the normalized factor considering the ratio of initial water contents, cement contents, and foam contents is suggested to evaluate the relationship between compressive strength and normalized factor.

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