Geosynthetics for Filtration Drainage, and Seepage Control

Author(s):  
Peter G. Nicholson
Keyword(s):  
Author(s):  
Yun-fei TUO ◽  
Ke-qin WANG ◽  
Zhen-wei ZHANG ◽  
Tao GUO ◽  
Lu-hua YANG

2014 ◽  
Vol 884-885 ◽  
pp. 716-719 ◽  
Author(s):  
Wan Fu Liu ◽  
Ze Ping Yang

Study on the permeability of three kinds of soil research, including in loess, calcareous-soil, lime and fly ash (two ash) of loess, cement-soil. Selects 10 groups of soil to determine the coefficient of permeability.The results show that: cement-soil of 3:7 can be used as impervious material than calcareous-soil of 3:7. Calcareous-soil of 3:7 can be used as seepage control material in short-term.Two-ash can not play this role; As the same time, we found that: The coefficient of permeability of all kinds of modified soil are increasing after 21 days.


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