Consolidation characteristics of lime stabilised soil.

• Main Authors: Kassim, Khairul Anuar, Chow, Shiao Huey
• Format: Article
• Language: English
• Published: Faculty of Civil Engineering, UTM 2000
• Subjects: TA Engineering (General). Civil engineering (General)
• Online Access: http://eprints.utm.my/id/eprint/8312/1/KhairulAnuarKassim2000_ConsolidationCharacteristicsOfLimeStabilisedSoil.PDF; http://eprints.utm.my/id/eprint/8312/; http://portal.psz.utm.my/psz/index.php?option=com_content&task=view&id=128&Itemid=305&PHPSESSID=81b664e998055f65b4ccff8f61bf7cb2

Soft clay is always associated with settlement and consolidation. Stabilisation of soft clay with lime as bearing stratum is an alternative to replacement of that material. The compression and consolidation characteristics of the stabilised material need to be fully understood for design purposes. T...