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作 者:S.Kazemian A.Prasad B.B.K.Huat J.Bolouri Bazaz T.A.Mohammed F.N.Abdul Aziz
机构地区:[1]Department of Civil Engineering,Bojnourd Branch,Islamic Azad University [2]Department of Civil Engineering,Banaras Hindu University [3]Department of Civil Engineering,University Putra Malaysia [4]Department of Civil Engineering,Ferdowsi University
出 处:《Journal of Central South University》2011年第3期840-847,共8页中南大学学报(英文版)
基 金:the Ministry of Science,Technology Innovation,Malaysia (Project No.03-01-04-SF0889) for the financial support of this research
摘 要:The effects of aggressive peat nature (pH) on the strength of peat treated by cement and cement-sodium silicate grout were investigated by evaluating the changes in unconfined compressive strength,moisture content,and scanning electron microscopy (SEM) of samples with time in different pH media.The results indicate that peats treated by cement-silicate have higher strength than peats treated by cement,due to an increase in pH value of the media.Furthermore,cement and cement-silicate are highly effective in reducing the moisture content and void ratio of the treated peats.The microstructures of treated peats support the laboratory test results.The effects of aggressive peat nature (pH) on the strength of peat treated by cement and cement-sodium silicate grout were investigated by evaluating the changes in unconfined compressive strength, moisture content, and scanning electron microscopy (SEM) of samples with time in different pH media. The results indicate that peats treated by cement-silicate have higher strength than peats treated by cement, due to an increase in pH value of the media. Furthermore, cement and cement-silicate are highly effective in reducing the moisture content and void ratio of the treated peats. The microstructures of treated peats support the laboratory test results.
关 键 词:PEAT aggressive pH media CEMENTATION sodium silicate GROUT microstructure
分 类 号:TU578.1[建筑科学—建筑技术科学]
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