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电渗法软基加固现场试验研究
引用本文:于健,诸葛爱军,刘建军,李卫,刘爱民.电渗法软基加固现场试验研究[J].中国港湾建设,2014(1):26-31.
作者姓名:于健  诸葛爱军  刘建军  李卫  刘爱民
作者单位:[1]中交天津港湾工程研究院有限公司,港口岩土工程技术交通行业重点实验室,天津市港口岩土工程技术重点实验室,天津300222 [2]海洋石油工程股份有限公司,天津300461
基金项目:天津市自然科学基金青年项目(13JCQNJC07700)
摘    要:对超软土采用真空预压法加固后,进行现场电渗法加固试验。根据试验结果分析了电渗法的能耗情况。通过加固效果检测证明电渗法可以使土体强度在短期内有较大幅度的增长,达到真空预压所达不到的加固效果。

关 键 词:超软土  电渗法  耗能  加固效果

Field experimental study on electro-osmotic treatment for ultra-soft soil
YU Jian,ZHUGE Ai-jun,LIU Jian-jun,LI Wei,LIU Ai-min.Field experimental study on electro-osmotic treatment for ultra-soft soil[J].China Harbour Engineering,2014(1):26-31.
Authors:YU Jian  ZHUGE Ai-jun  LIU Jian-jun  LI Wei  LIU Ai-min
Institution:1 (1.CCCC Tianjin Port Engineering Institute Co., Ltd., Key Laboratory of Port Geotechnical Engineering of the Ministry of Communications, Key Laboratory of Port Geotechnical Engineering ofTianjin, Tianjin 300222, China; 2. Offshore Oil Engineering Co., Ltd., Tianjin 300461, China)
Abstract:The foundation is improved using electro-osmotic treatment for ultra soft soil after using vacuum preloading. The pa- per analyzes energy consumption of electro-osmotic treatment according to the test results and proves that electro-osmotic treat- ment of ultra-soft soil can make the soil strength increases obviously to achieve the desired effect beyond vacuum preloading by reinforcement effect detection.
Keywords:ultra-soft soil  electro-osmotic  energy dissipation  strengthening effect
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