Design and Model Test of Shaft Lining Compressible Connector in Deep Hydrophobic Alluvium

被引:3
作者
Wang Xiaojian [1 ]
Yao Zhishu [1 ]
Rong Chuanxin [1 ]
Cai Haibin [1 ]
Cheng Hua [2 ]
机构
[1] Anhui Univ Sci & Technol, Dept Civil Engn, Huainan 232001, Anhui, Peoples R China
[2] Anhui Univ, Hefei 232001, Anhui, Peoples R China
来源
2011 INTERNATIONAL CONFERENCE OF ENVIRONMENTAL SCIENCE AND ENGINEERING, VOL 12, PT B | 2012年 / 12卷
关键词
Deep alluvium; compressible connector; model test; axial additional force;
D O I
10.1016/j.proenv.2012.01.360
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Because of the hydrophobic consolidation settlement ' there is a large axial additional force between the deep alluvium and the shaft lining, which is the major cause for damage of the shaft. The article proposes a new type compressible connector in hydrophobic shaft lining. The model test indicates that under the axial additional force, the connector has good axial compressed deformation features, lateral compressive resistance capacity, and reliable water proof and leak proof ability. (C) 2011 Published by Elsevier B.V. Selection and/or peer-review under responsibility of National University of Singapore.
引用
收藏
页码:864 / 870
页数:7
相关论文
共 5 条
[1]  
Cheng Hua, 2001, MEI TAN XUE BAO, V26, P585
[2]  
Guangxin Cui, 1998, SHAFT CONSTRUCTION T, V19, P28
[3]  
Li Wenping, 2000, ENG GEOL, P5
[4]  
Rong Chuanxin, 2003, MEI TAN XUE BAO, V28, P270
[5]  
Rong Chuanxin, 2003, MEI TAN SCIENCE AND, V26, P124