全平衡法在填埋场边坡坡形设计中的应用

广东工业大学学报 ›› 2006, Vol. 23 ›› Issue (1): 31-35.

全平衡法在填埋场边坡坡形设计中的应用

广州市政工程设计研究院广东广州510060；

出版日期:2006-02-02 发布日期:2006-02-02

Application of Full-equilibrium Method to Shape Design of Slope in Landfill

(Guangzhou Municipal Engineering Design & Research Institute,Guangzhou 510060,China)

Online:2006-02-02 Published:2006-02-02

摘要/Abstract

摘要： 介绍了计算填埋场边坡防渗膜应力的全平衡法,利用该方法分析了填埋场边坡的坡角与坡高合理组合.在此基础上,探讨了卫生填埋场边坡的坡形设计. 更多还原

关键词: 全平衡法；填埋场；防渗膜；边坡；

Abstract: Full-equilibrium Method,a method for calculating the stress in geomembranes on slope in landfills,is briefly introduced.And based on this method,the reasonable combination of angle and height of slope in landfill is analyzed.Furthermore,shape design of slope in landfill is discussed.

Key words: Full-equilibrium Method； landfill； geomembranes； slope；

彭功勋； . 全平衡法在填埋场边坡坡形设计中的应用[J]. 广东工业大学学报, 2006, 23(1): 31-35.

PENG Gong-xun. Application of Full-equilibrium Method to Shape Design of Slope in Landfill[J]. Journal of Guangdong University of Technology, 2006, 23(1): 31-35.

参考文献

[1] 彭功勋,施建勇,雷国辉,刘荣. 填埋场淋滤液水位对边坡防渗膜拉应力的影响[J]. 扬州大学学报(自然科学版). 2003(02)

[1] 钱学德等编著.现代卫生填埋场的设计与施工[M]. 中国建筑工业出版社, 2001

[1] Jayantha Kodikara.Analysis of tension development in geomembranes placed on landfill slopes. Geotextiles and Geomembranes . 2000

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