The Application of vertical anti-seepage in Modern Landfill

被引：1
|
作者：
Ye, Shenghua [1 ]
Dan, Hanbo [2 ]
Tang, Yingdong [1 ]
Mao, Yujing [1 ]
Luo, Jingjing [3 ]
Ding, Yun [1 ]
机构：
[1] East China Invest & Design Inst CHECC, Chao Wang Rd 22, Hangzhou, Zhejiang, Peoples R China
[2] Zhejiang Elect Power Design Inst, Hangzhou, Peoples R China
[3] Zhejiang Univ City Coll, Hangzhou, Peoples R China
来源：
PROGRESS IN ENVIRONMENTAL SCIENCE AND ENGINEERING, PTS 1-4 | 2013年 / 610-613卷
关键词：
vertical anti-seepage; thickness of the wall; grouting method; cement mixing pile; jet grouting pile; plastic concrete wall;
D O I：
10.4028/www.scientific.net/AMR.610-613.1751
中图分类号：
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号：
0807 ; 0820 ;
摘要：
Firstly, several common vertical anti-seepage forms for modern sanitary landfill are reviewed and compared. According to the unreasonable calculation method of the wall thickness in the New Code, this paper proposes a reasonable calculation method of the wall thickness through the two engineering project cases: valley type and plain type landfill, reflecting on the reasonable choice of the vertical anti-seepage forms. For the valley type landfill where the cover layer has a certain thickness, jet grouting pile and post grouting is proposed for the anti-seepage; for the plain type landfill whose foundation is composed of clay or sandy soil, the cement mixing pile is proposed for the anti-seepage.
引用
收藏
页码：1751 / +
页数：2
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