Data for Influence of Flocculant on Flow Behavior and Undrained Shear Strength of Fine Coal Refuse

2020 ◽  
Author(s):  
Angelica Palomino
Keyword(s):  
Shear Strength ◽  
Flow Behavior ◽  
Undrained Shear Strength ◽  
Fine Coal ◽  
Coal Refuse ◽  
Undrained Shear

Influence of flocculant on flow behavior and undrained shear strength of fine coal refuse

Fuel ◽  
2021 ◽  
Vol 287 ◽  
pp. 119456
Author(s):  
Cyrus Jedari ◽  
Angelica M. Palomino ◽  
Eric C. Drumm
Keyword(s):  
Shear Strength ◽  
Flow Behavior ◽  
Undrained Shear Strength ◽  
Fine Coal ◽  
Coal Refuse ◽  
Undrained Shear

scholarly journals Evaluation of Undrained Shear Strength of Miocene Clay from the Weight Sounding Test (WST)

2017 ◽  
Vol 62 (2) ◽  
pp. 367-384
Author(s):  
Sebastian Olesiak
Keyword(s):  
Shear Strength ◽  
Field Testing ◽  
Field Investigation ◽  
Undrained Shear Strength ◽  
Cohesive Soils ◽  
Strength Parameters ◽  
Additional Measurement ◽  
Carpathian Foredeep ◽  
Innovative Solution ◽  
Undrained Shear

Abstract Soil strength parameters needed for the calculation of bearing capacity and stability are increasingly determined from field testing. This paper presents a method to determine the undrained shear strength cuWST of the soil, based on the Weight Sounding Test (WST). The innovative solution which allows for a significant reduction of equipment needed for geotechnical field investigation is presented. The proposed method is based on an additional measurement of the torque during testing. It then becomes possible to estimate the undrained shear strength, cuWST of the soil, using the correlation given in this paper. The research results presented in this paper were carried out on selected cohesive soils, Miocene clays from the Carpathian Foredeep.

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