Abstract When highwall mining technology is applied to recover large amounts of residual coal left under the a big open-pit mine, reasonable pillar width required ensure stability web pillars. Using numerical simulations, this paper studied characteristics abutment stress distribution in pillars different slope angles and depths, established relation describing pillar. The relationship between ...

Performing a probabilistic study rather than a determinist one is a relatively easy way to quantify the uncertainty in an engineering design. Due to the complexity and poor accuracy of the statistical moment methods, the Monte Carlo simulation (MCS) method is wildly used in an engineering design. In this work, an MCS-based reliability analysis was carried out for the stability of the chain pill...

In order to determine the rational width of coal pillars and study surrounding rock control technology gob side entry driving with a narrow pillar, this paper first calculates pillar according limit equilibrium theory; after that, lateral support pressure plastic zone development goaf is analyzed by numerical simulation reserved pillar; finally, through ring breaking deformation regulation entr...

Abstract The stability of an inner dump slope was investigated under the effect coal pillar support considering development position dumping. Based on instability mechanism and load distribution characteristics supporting pillar, three-dimensional mechanical effects are characterized. Using two-dimensional equivalent principle residual thrust method, analyzed at different positions. quantitativ...

Understanding coal mine rib behavior is important for inferring pillar loading conditions as well as ensuring the safety of miners who are regularly exposed to ribs. Due to the variability in the geometry of underground openings and ground behavior, point measurements often fail to capture the true movement of mine workings. Photogrammetry is a potentially fast, cheap, and precise supplemental ...

Pillars with width-to-height ratios of less than 1.0 are frequently created in underground hard rock mines. The strength of slender pillars can be estimated using empirically developed equations. However, the equations can provide variable results when the width-to-height ratios approach 0.5. This paper investigates some of the issues affecting pillar strength at low width-to-height ratios in h...