Sludge ash/hydrated lime on the geotechnical properties of soft soil.
In this study, an effort to improve the properties and strength of soil, sewage sludge ash (SSA) and hydrated lime are applied to stabilize soft cohesive subgrade soil. Five different ratios (in weight percentage), 0%, 2%, 4%, 8%, and 16%, of sludge ash/hydrated lime are proposed for mixture with cohesive soil. Then, the effects of the different proportions of SSA/hydrated lime on soft cohesive soil are studied. Test results indicate that the unconfined compressive strength of specimens with additives was raised from three to seven times better than that of the untreated soil, and swelling behaviors were also effectively reduced for those specimens. Results of triaxial compression test indicate that the shear strength parameter, c, rose with an increased amount of additives and improved from 30 to 50-70kPa. On the whole, SSA/hydrated lime could particularly improve the geotechnical properties of cohesive subgrade soil.
Lin
Deng-Fong
DF
Department of Civil and Ecological Engineering, I-Shou University, 1, Section 1, Hsueh-Cheng Road, Ta-Hsu Hsiang, Kaohsiung County 84008, Taiwan, ROC. dflin@isu.edu.tw
Lin
Kae-Long
KL
Hung
Min-Jui
MJ
Luo
Huan-Lin
HL
D017610:Calcium Compounds / Q000737:chemistry*; D002244:Carbon / Q000737:chemistry*; D060729:Coal Ash; D010087:Oxides / Q000737:chemistry*; D052638:Particulate Matter / Q000737:chemistry*; D012722:Sewage / Q000737:chemistry*; D012987:Soil / Q000032:analysis / Q000592:standards
D017610:Calcium Compounds; D060729:Coal Ash; D010087:Oxides; D052638:Particulate Matter; D012722:Sewage; D012987:Soil; D002244:Carbon; C016538:lime