Predictive Assessment of Groundwater Flow Uncertainty in Multiscale Porous Media by Using Truncated Power Variogram Model

2018 ◽  
Vol 126 (1) ◽  
pp. 97-114 ◽  
Author(s):  
Liang Xue ◽  
Diao Li ◽  
Tongchao Nan ◽  
Jichun Wu
2012 ◽  
Vol 170-173 ◽  
pp. 789-792
Author(s):  
Shu Li Wang ◽  
Dun Wu Chen ◽  
Man Gen Mu ◽  
Yao Yu Zhang

China University of Geosciences (Beijing) has developed a dynamic compaction and compaction grouting (DCCG) method for groundwater flow control in Dalian. This method has been proven effective in dramatically reducing permeability in plain fill soil, and in granular or porous media. It has been successful used in many applications dealing with deep pit by coast. This paper presents the DCCG that has particular relevance in today’s pit construction marketplace by coast. Permeability can be improved by means of the DCCG. A brief introduction to the technique is followed by discussion of recent advances, illustrated by case studies of applications


Computation ◽  
2015 ◽  
Vol 4 (1) ◽  
pp. 2 ◽  
Author(s):  
Laura Cattaneo ◽  
Alessandro Comunian ◽  
Giovanna de Filippis ◽  
Mauro Giudici ◽  
Chiara Vassena

2012 ◽  
Vol 15 (4) ◽  
pp. 209-225 ◽  
Author(s):  
Sebastian Reiter ◽  
Dmitry Logashenko ◽  
Alfio Grillo ◽  
Gabriel Wittum

2011 ◽  
Vol 26 (4) ◽  
pp. 558-569 ◽  
Author(s):  
Hassan Smaoui ◽  
Lahcen Zouhri ◽  
Abdellatif Ouahsine ◽  
Erick Carlier

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