Prediction of Mechanical Performance of Cemented Paste Backfill by the Electrical Resistivity Measurement

Abstract

Cemented Paste Backfill (CPB) has become a useful practice in many modern operations around the world. This method is an innovative tailings disposal and underground mine backfilling scheme that returns much of this material to the underground stope field. Thus, it is of great interest for financial and security reasons to fully comprehend the mechanical performance of such underground CPB. Uniaxial compressive strength (UCS) is one of the most commonly used parameters for evaluating the mechanical performance of CPB. Electrical resistivity (ER) measurement, which is a method of nondestructive testing, can also be used to determine the mechanical properties of CPB. This study was undertaken to suggest a nondestructive testing method that would permit prediction of the UCS of a CPB within 90 days. Five CPB samples were prepared at different cement-to-tailing ratios (1/4, 1/6, and 1/8 by weight) and solid content (65 and 70 wt. %), and a curing period of 3–90 days was used for ER measurement. Seventy-five CPB samples were prepared with the same cement content as those used in the pastes for UCS tests cured for 3, 7, 28, 56, and 90 days. The results of the ER measurement show that the ER versus curing periods of 3–90 days first drop to a minimum value and then gradually increase with time. The greater ER values of CPB are reached when the greater cement-to-tailing ratio and solid content is used. A logarithmic relationship is established between the UCS and the ER of CPB at 90 days. It is possible that a nondestructive method could be developed to evaluate the strength of underground CPB based on the obtained logarithmic relationship with ER at 90 days.

Investigation of Viscoelastic-Plastic Properties of Fresh Cemented Gangue Fly Ash Backfill Slurries

“…Xu Wenbin et al proposed a non-destructive testing method to determine the mechanical properties of CPB using electrical resistivity (ER). Based on the logarithmic relationship with ER obtained at 90 days, the strength of CPB was developed to be evaluated using the resistivity testing method [26,27]. However, fewer studies have been conducted to characterize the viscoelasticity and plasticity of gangue fly ash slurries using resistivity.…”

Experimental Development of an Innovative Approach to Enhance the Strength of Early Age Cemented Paste Backfill: A Preliminary Investigation of Microwave-Assisted Curing

“…The UCS test is widely used to evaluate CPB in laboratories. It is destructive, and significant time is required to prepare samples for testing [41,42], whereas UPV is a rapid, non-destructive means of estimating UCS with a portable and inexpensive system [43][44][45]. The UPV is strongly correlated (r = 0.79) with the UCS of CPB [46].…”

Experimental Investigation on Mechanical Properties of Cemented Paste Backfill under Different Gradations of Aggregate Particles and Types and Contents of Cementing Materials

“…e internal pore of CPB mainly depended on the filling technology in the engineering site and the contacting difficulty between the CPB and goaf roof [2]. e above studies mainly discussed the effect of the curing temperature, curing time, and types and contents of cementing material on the mechanical properties of CPB, and most of those involved the aggregate particles with a kind of particle size distribution [29,30]. Under severe conditions, the grading aggregate particles of CPB can improve the filling effect and reduce the filling cost [31].…”