STUDY ON OPTIMIZATION OF PARAMETERS OF ELECTRO-OSMOSIS ELECTRODES
-
摘要: 为了在电渗设计阶段选择合适的电极间距和长度,采用土体各向同性假设,推导排形布置电渗电极的三维电场强度计算式,并比较不同电极间距和电极长度下电场特性,分析每对电极的电场影响范围。然后,考虑相邻电极对的影响,对电场进行简化。最后以工程实例说明推导方法的应用。结果表明:利用电场强度计算式,在电渗设计阶段可利用设计电渗排水速率来选择合适的电极间距、长度和排距,以满足技术和经济的要求。Abstract: Based on the assumption of homogeneous isotropic soil and ignoring the dimensions of electrodes,the formula for three-dimension electric field intensity by parallel rows of electrodes was proposed.The characteristics of electric field under different spacing between opposite polarity electrodes and electrodes lengths were compared.Influence scope of electric field was also investigated.Then electric field intensity formula was simplified by considering the effect of adjacent electrode pair.Finally,the application of the theory was illustrated with the combination of case history.Parameters analysis shows that appropriate electrodes parameters can be selected in the electro-osmotic design phase by the electric field intensity formula to meet technical and economic demand.
-
Key words:
- electro-osmotic dewater /
- electrode /
- electric field intensity /
- optimization
-
文海家,严春风,汪东云.吹填软土的工程特性研究[J].重庆建筑大学学报,1999,21(2):79-83. [2] 赵冬.吹填土道路路基处理方法的比选[J].城市道桥与防洪,2008(9):86-88. [3] Guy Lefebvre,Fabien Burnotte. Improvements of Electroosmotic Consolidation of Soft Clays by Minimizing Power LossatElectrodes[J]. Canadian Geotechnical Journal,2002,39(2):399-408. [4] Esrig MI. Pore Pressure,Consolidation and Electrokinetics[J].Journal of the SoilMechanics and Foundation Division,1968,94(4):899-921. [5] Shang J Q. Electroosmosis-Enhanced Preloading Consolidationvia Vertical Drains[J]. Canadian Geotechnical Journal,1998,35(3):491-499. [6] Su Jinqiang,Wang Zhao. The Two-Dimensional Consolidation Theory of Electro-Osmosis[J]. Geotechnique,2003,53(8):759-763. [7] BjerrumL,MoumJ,EideO. Application of Electro-Osmosistoa Foundation Problem in a Norwegian QuickClay[J]. Geotechnique,1967(17):214-235. [8] Lo KY ,InculetII,HoK S. Electroosmotic Strengthening of S of tSensitive Clays[J]. Canadian Geotechnical Journal,1991,28(1):62-73. [9] 陈仲候,王兴泰,杜世汉.工程与环境物探教程[M].北京:地质出版社,1996. [10] 王祖源,张庆福.大学物理[M]:下册.北京:机械工业出版社,2002. [11] 侯学渊,钱达仁,杨林德.软土工程施工新技术[M].合肥:安徽科学技术出版社,1999.
点击查看大图
计量
- 文章访问数: 86
- HTML全文浏览量: 4
- PDF下载量: 59
- 被引次数: 0