Seismic stability of coal tailings dams with spatially variable and liquefiable coal tailings using pore pressure plasticity models

2021 ◽  
Vol 132 ◽  
pp. 104017
Author(s):  
Sajjad Salam ◽  
Ming Xiao ◽  
Arash Khosravifar ◽  
Katerina Ziotopoulou
1975 ◽  
Vol 12 (2) ◽  
pp. 235-261 ◽  
Author(s):  
Hari K. Mittal ◽  
Norbert R. Morgenstern

Tailings dams differ from conventional earthfill structures in that much more time is available to optimize design since their construction is extended over a longer period. Laboratory data are presented on a variety of tailings sands which indicate that they are relatively strong and incompressible. Poor performance is likely to result from inadequate seepage control and instability due to liquefaction. In order to take advantage of opportunities for ongoing design, in situ permeability and density monitoring is needed together with pore pressure measurements. An infiltration test for the determination of permeability above the water table is proposed. In situ density determinations are made by driving a nuclear probe into the sands. The latter technique offers considerable promise for evaluating liquefaction potential of natural and fill deposits. Field experience is used to illustrate the application of the techniques.


2018 ◽  
Vol 10 (6) ◽  
pp. 1082-1090 ◽  
Author(s):  
Sanjay Nimbalkar ◽  
V.S. Ramakrishna Annapareddy ◽  
Anindya Pain

2014 ◽  
Author(s):  
Mohannad Sulaiman Al-Muhailan ◽  
Arun Rajagopalan ◽  
Al Aziz Khalid Al-Shayji ◽  
Prakash Balkrishna Jadhav ◽  
Faiz Ismail Khatib

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