HSC301化淤泥填筑路基性能研究  

Study on Performance of Subgrade Built with HSC301 Solidified Silt

作　　者：耿树泽 侯明业[2] 赵娟娟[2] 曾伟[3] 

机构地区：[1]石家庄市交通运输局,河北石家庄050051 [2]长安大学公路学院,陕西西安710064 [3]天津市市政工程设计研究院,天津300051

出　　处：《筑路机械与施工机械化》2013年第6期49-51,共3页Road Machinery & Construction Mechanization

基　　金：天津市交通科技项目(201001)

摘　　要：为进一步推广HSC301固化剂处置淤泥技术,调差分析了HSC301固化剂固化土壤机理及特性,通过对不同掺量的HSC301固化淤泥进行击实试验、CBR试验和无侧限抗压强度试验,系统分析了HSC301掺量对固化淤泥最佳含水量、最大干密度以及力学性能的影响规律,可为固化淤泥施工提供一定的借鉴。In order to popularize the technology of HSC301 solidified silt, the curing mechanism and characteristics of it were investigated and analyzed, on the basis of which the effect law of HSC301 content on optimum water rate, maximum dry density and mechanical properties was deliberated through compaction test, CBR test and unconfined compression test, which provides a reference for construction with solidified silt.

关 键 词：路基 HSC301固化剂 固化淤泥 试验研究 

分 类 号：U416.212[交通运输工程—道路与铁道工程]