scholarly journals Computational and experimental study of a hydro-dynamical landslide model based on laboratory flume tests

2019 ◽  
Vol 1 (12) ◽  
pp. 125003 ◽  
Author(s):  
J Kanule ◽  
W Ng’etich ◽  
S Rotich
2018 ◽  
Vol 24 (9) ◽  
pp. 933-944 ◽  
Author(s):  
Anastasios C. Papachristou ◽  
Charalampos A. Vallianos ◽  
Vasken Dermardiros ◽  
Andreas K. Athienitis ◽  
JosÉ A. Candanedo

2007 ◽  
Vol 78 (4) ◽  
pp. 463-469 ◽  
Author(s):  
Thomas Baad-Hansen ◽  
Søren Kold ◽  
Bart L Kaptein ◽  
Kjeld Søballe

2014 ◽  
Vol 926-930 ◽  
pp. 565-570
Author(s):  
Cheng Tao Huang

Methodology to evaluate the permeability characteristic of porous spur dike based on the fundamental theory of permeability is established. The series of flume tests were carried out and the permeability characteristic of porous spur dike was studied through testing of the proposed generalized model. Results indicate that for the porous spur dike with lower capacity of permeability, the generated resisting force when water goes through the spur dike can be divided into the drag force and the permeability force. Given the specific hydraulic condition and pattern of spur dike, the permeability force cannot be ignored, thus the porous spur dike with some permeable capacity can more effectively block the water in-flow compared with solid revetments.


2012 ◽  
Author(s):  
Feilong Liu ◽  
Gehan A. J. Amaratunga ◽  
Nick Collings ◽  
Ahmed Soliman

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