Effect of overflow tailings properties on cemented paste backfill.

This paper presents the results of an experimental study on the unconfined compressive strength (UCS), indirect tensile strength (ITS), microstructural properties and environmental impacts of overflow tailings (OFT) cemented paste backfill (CPB). The test results show that the poor graded OFT contain 47.15% particles with size below 20 µm, and high content of oxide and sulfide. The slump of fresh CPB mixture ranges from 19.50 cm to 21.60 cm, and its flowability meets the transport requirements. After being cured for 28 days, the UCS and ITS of CPB are less than 2 MPa and 0.5 MPa, respectively. Meanwhile, CPB exhibited low residual strength and high brittleness. The low strength is mainly due to the use of fine OFT. The results show that sulphate also has negative effect on strength and dissolve calcium silicate hydrate (C-S-H) while promoting the formation of secondary products (gypsum and ettringite), leading to generate cracks and decrease UCS at 28 curing time of some CPB mixtures. Increasing the cement content and solid mass concentration is the effective methods to improve the mechanical properties of CPB. The nuclear magnetic resonance (NMR) tests show that fine OFT with low osmotic coefficient (3.10e-06 cm/s) and high sulfur content cause high porosity from 25.0% to 33.1% of CPB, and the increase of the porosity is observed a negative influence on the UCS, but no obvious relationship between ITS and porosity is obtained. Scanning electron microscopy (SEM) and energy dispersive spectrometry (EDS) tests show that OFT particles were covered by C-S-H gel which can enhance the compactness and integrity of CPB. The SEM tests also found secondary products gypsum and ettringite. These finding suggest that OFT can be suitably used as backfill material to fill the underground stopes.

Numerical simulation of stress wave interaction in short-delay blasting with a single free surface.

It is generally believed that stress wave superposition does occur and plays an important role in cutting blasting with a single free surface, in which explosive columns of several blast holes with short spacing are simultaneously initiated. However, considering the large scatter of pyrotechnic delay detonators that are used in most underground metal mines in China, the existence of stress wave superposition and the influence of this effect on rock fragmentation are questionable. In the present study, the stress wave interaction in short-delay blasting with a single free surface was studied through the use of the LS-DYNA code. Stress waves induced by two blast holes blasting with different delays were compared with the single blast hole case, and the effects of delay time, detonating location and spacing on stress wave superposition were investigated. The numerical results showed that for blast holes with a 1 m spacing, stress wave interaction only occurs when the delay time is 0 ms and does not occur for blasting with delays of more than 1 ms. An increase in the duration of a stress wave via optimizing the detonation location does not improve the stress wave interaction. For a 1 ms delay, stress wave superposition only occurs when the spacing is more than 4 m, which is a rare case in practice. The results indicated that the occurrence of stress wave superposition for blasting with a single free surface is strictly limited to conditions that would be difficult to achieve under the existing delay accuracy of detonators. Therefore, it is unrealistic to improve fragmentation via the stress wave interaction in field blasting. Furthermore, the numerical results of the stress wave interaction also show that there would be a great potential to reduce the hazardous vibrations induced by short-delay blasting by using electronic detonators with better control of delays in an order of several milliseconds.