partially saturated soil
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2019 ◽  
Vol 81 (10) ◽  
pp. 3778-3802
Author(s):  
Simon J. Duncan ◽  
Keith R. Daly ◽  
Daniel M. McKay Fletcher ◽  
Siul Ruiz ◽  
Paul Sweeney ◽  
...  

2018 ◽  
Vol 216 (1) ◽  
pp. 55-60 ◽  
Author(s):  
T Heinze ◽  
JK Limbrock ◽  
SP Pudasaini ◽  
A Kemna

SUMMARY Landslides present a latent danger to lives and infrastructure worldwide. Often such mass movements are caused by increasing pore pressure. The electrical self-potential (SP) method has been applied in a broad range of monitoring studies. When fluid flow is involved the most relevant source of SP is the streaming potential, caused by the flow of an electrolyte through porous media with electrically charged internal surfaces. We experimentally investigated the SP signal associated with deformation of partially saturated soil. For partly saturated scenarios, we observed an SP signature correlated with the mass movement. In dry experiments, we did not observe any significant change in the electric signal. Results of numerical simulations match with the experimental observations when assuming a local and temporary alteration of the hydraulic pressure due to the sliding mass. Our findings suggest that SP measurements can be used to observe mass movement triggered by fluid pressure variations through the streaming potential.


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