Cemented paste backfill (CPB) is considered to be a concentrated suspension in which tailings are bonded together by the hydraulic binder and water, and it has a high solid volume concentration (≥50 vol.%). Although the shear thinning and thickening of CPB has been extensively reported in literature, the shear history effects have been ignored in previous studies. In this paper, by using rheometer and Focused Beam Reflectance Measurement, the relationship between the rheological properties and microstructure of the paste under different shear histories was studied. The results have shown that at a low shear rate, CPB revealed shear thinning, low yield stress and low index parameters; while exhibited shear thickening, high yield stress and h...
The paste content in the self-compacting concrete is about 40% in unit volume. The rheological prope...
To find out the effect of total tailing particle size and grading on the rheological property of fil...
Understanding the intensity and onset of the shear thickening behaviour for cementitious suspensions...
Cemented paste backfill (CPB) consists of a mixture of fine particles, mainly consisting of tailings...
Cemented paste backfill (CPB) is an efficient and sustainable technology for the disposal of tailing...
In order to quantitatively study the influence of tailings fine content on the properties of cemente...
Cementitious pastes are multiphase suspensions that are rheologically characterized by viscosity and...
Cemented paste backfill (CPB) plays an important role in the mining industry due to safety, cost eff...
The rheological properties (yield stress, flow index and infinite dynamic viscosity) and mechanical ...
Rheological properties of cementitious suspensions are affected not only by their mixture compositio...
This experimental study presents the rheological properties and strength characteristics of cemented...
Change in the mechanical parameters of cohesion and internal friction angle with variations in cemen...
Rheology has been widely used to describe the flow properties of fresh cement-based suspensions. Nev...
Cemented paste backfill (CPB) is primarily used for backfilling underground voids at George Fisher M...
In this study effects of binder type and content and curing time on the compressive strength develop...
The paste content in the self-compacting concrete is about 40% in unit volume. The rheological prope...
To find out the effect of total tailing particle size and grading on the rheological property of fil...
Understanding the intensity and onset of the shear thickening behaviour for cementitious suspensions...
Cemented paste backfill (CPB) consists of a mixture of fine particles, mainly consisting of tailings...
Cemented paste backfill (CPB) is an efficient and sustainable technology for the disposal of tailing...
In order to quantitatively study the influence of tailings fine content on the properties of cemente...
Cementitious pastes are multiphase suspensions that are rheologically characterized by viscosity and...
Cemented paste backfill (CPB) plays an important role in the mining industry due to safety, cost eff...
The rheological properties (yield stress, flow index and infinite dynamic viscosity) and mechanical ...
Rheological properties of cementitious suspensions are affected not only by their mixture compositio...
This experimental study presents the rheological properties and strength characteristics of cemented...
Change in the mechanical parameters of cohesion and internal friction angle with variations in cemen...
Rheology has been widely used to describe the flow properties of fresh cement-based suspensions. Nev...
Cemented paste backfill (CPB) is primarily used for backfilling underground voids at George Fisher M...
In this study effects of binder type and content and curing time on the compressive strength develop...
The paste content in the self-compacting concrete is about 40% in unit volume. The rheological prope...
To find out the effect of total tailing particle size and grading on the rheological property of fil...
Understanding the intensity and onset of the shear thickening behaviour for cementitious suspensions...