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填土冻胀原因及其工程措施的探讨
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作者 汤亚林 《塔里木农垦大学学报》 1993年第2期71-72,共2页
关键词 冻胀 路基 建筑物 填土 土壤填筑 工程措施
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Hydraulic conductivity of GCLs in MSW landfills
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作者 李国成 杨武超 但堂辉 《Journal of Harbin Institute of Technology(New Series)》 EI CAS 2008年第4期455-458,共4页
The state of the art of the study on the hydraulic conductivity of GCLs is presented in terms of the influence of the effective stress,chemical interactions,freeze-thaw cycles and temperature gradients.The changes of ... The state of the art of the study on the hydraulic conductivity of GCLs is presented in terms of the influence of the effective stress,chemical interactions,freeze-thaw cycles and temperature gradients.The changes of void ratio caused by changes of effective stress have a direct linear effect on the hydraulic conductivity,regardless of the cation concentration or the thickness of the adsorbed layer.The hydraulic conductivity is related to the relative abundance of monovalent and divalent cation(RMD),and RMD has a great effect on the hydraulic conductivity in weak solution.The long-term susceptibility of GCLs to increased hydraulic conductivity as a response to repeated freeze-thaw cycling is minimal,which has been proved after 150 freeze-thaw cycles.The potential of desiccation cracking increases with the increasing temperature gradient and is related to the initial subsoil water content,the applied overburden stress,etc. 展开更多
关键词 soil mechanics municipal solid waste LANDFILLS geosynthetic clay liners hydraulic conductivity
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