[1].Rock damage control for large-diameter-hole lateral blasting excavation based on charge structure optimization:Tunnelling and Underground Space Technology V106/DEC 2020 [2].Optimization of postblast ore boundary determination using a novel sine cosine algorithm-based random forest technique and Monte Carlo simulation:Engineering Optimization AUG 2020 [3].A new multikernel relevance vector machine based on the HPSOGWO algorithm for predicting and controlling blast-induced ground vibration:ENGINEERING WITH COMPUTERS AUG 2020 [4].Determination of mechanical, flowability, and microstructural properties of cemented tailings backfill containing rice straw:Construction and Building Materials V246/ JUN 20 2020 [5].Attenuation assessment of blast-induced vibrations derived from an underground mine:INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES V127/ MAR 2020 [6].Prediction of Blast-Induced Rock Movement During Bench Blasting: Use of Gray Wolf Optimizer and Support Vector Regression:NATURAL RESOURCES RESEARCH V29/n4/ P843-865/ APR 2020 [7].Effective Assessment of Blast-Induced Ground Vibration Using an Optimized Random Forest Model Based on a Harris Hawks Optimization Algorithm:APPLIED SCIENCES-BASEL V10/n2/ FEB 2020 [8].Fiber-Reinforced Cemented Paste Backfill: The Effect of Fiber on Strength Properties and Estimation of Strength Using Nonlinear Models:MATERIALS V13/n3/ FEB 1 2020 [9].Parameter optimization and transportation characteristics of backfilling pipe network based on CFD:Chinese Journal of Nonferrous Metals v29/n10/p2411-2420/ OCT 2019 [10].Optimal Charge Scheme Calculation for Multiring Blasting Using Modified Harries Mathematical Mode:JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES V33/n2/ APR 2019[11].Feasibility of the indirect determination of blast-induced rock movement based on three new hybrid intelligent models:ENGINEERING WITH COMPUTERS OCT 2019 [12].Propagation Characteristics of Blast-Induced Vibration in Parallel Jointed Rock Mass:INTERNATIONAL JOURNAL OF GEOMECHANICS V19/n5/ / 2019 [13].Effect of overflow tailings properties on cemented paste backfill:JOURNAL OF ENVIRONMENTAL MANAGEMENT V235/n4/ P133-144/ 2019 [14].Motion parameter estimation and measured data correction derived from blast-induced vibration: New insights:MEASUREMENT V135/n3/ p213-230/ 2019 [15].Influence of Polypropylene Fiber Reinforcement on Tensile Behavior and Failure Mode of Tailings Cemented Paste Backfill:IEEE ACCESS V7/ p69015-69026/ 2019 [16].Compressive behavior and microstructural properties of tailings polypropylene fibre-reinforced cemented paste backfil:Construction and Building Materials v190/p211-221/ 2018 [17].Numerical simulation of stress wave interaction in short-delay blasting with a single free surface:PLOS ONE V13/n9/ 2018 [18].Multi-planar detection optimization algorithm for the interval charging structure of large-diameter longhole blasting design based on rock fragmentation aspects:ENGINEERING OPTIMIZATION V50/n12/ P2177-2191/ DEC 2 2018 [19].Charge design scheme optimization for ring blasting based on the developed Scaled Heelan model:INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES V 110 P199-209/ OCT 2018 [20].Short-delay blasting with single free surface: Results of experimental tests:Tunnelling and Underground Space Technology v74/p 119-130/2018[21].Experimental study on the blasting performance of water-soil composite stemming in underground mines:Advances in Materials Science and Engineering v 2018/2018 [22].Influence on underground mining stability of stope during stacking dry stacked Gangue in open-pit:Journal of Central South University v48/n10/ p 2723-2731/2017 [23].Mathematical Prediction on Effect of Tailing Discharge of Open-Pit on Stability of Underground Mined Out Area:Journal of Northeastern University V38/n4/ p 591-597/2017 [24].Stability gradation of rock slopes based on multilevel uncertainty measure-set pair analysis theory:Journal of Central South University (Science and Technology) v 48/n 4/ p 1057-1064/2017 [25].On vibration reduction effect of short millisecond blasting by high-precision detonator based on HHT energy spectrum:Explosion and Shock Waves v 37/n 1/ p 107-113/ 2017 [26].Characterization and effects of the shock losses in a parallel fan station in the underground mine:ENERGIES v10/ n 6/ 2017 [27].Feasibility of Recycling Ultrafine Leaching Residue by Backfill: Experimental and CFD Approaches:MINERALS v7/ n 4/ 2017 [28].Determination and application of the backfill thickness in the residual ore recovery of crown and sill pillar:Journal of Mining and Safety Engineering v33/n 6/ p 1080-1088/2016 [29].Technology and case study of ultra-large section and high shaft excavation by short-millisecond spherical blasting:Chinese Journal of Rock Mechanics and Engineering v35/n 8/ p 1659-1667/2016 [30].Deformation prediction and reliability analysis of underground mining shifted from open-pit based on orthogonal experiment:Chinese Journal of Nonferrous Metals v 26/n 11/p 2383-2392/ 2016[31].CFD simulation of transportation properties of W type and long distance pipeline for foam slurry backfilling:Chinese Journal of Nonferrous Metals v 26/n 8/ p 1782-1793/2016 [32].Blast hole stemming length effects of rock blasting with parallel double-free-surface:Journal of Vibration and Shock v 35/n 15/p 80-85/ 2016 [33].Application of Hilbert-Huang transform based delay time identification in optimization of short millisecond blasting:TRANSACTIONS OF NONFERROUS METALS SOCIETY OF CHINA v26/n7/ p 1965-1974/2016 [34].A Comparative Study of Ground and Underground Vibrations Induced by Bench Blasting:Shock and Vibration v 2016/2016 [35].Prediction model for blasting vibration-peak-speed based on GEP:Journal of Vibration and Shock v 34/n 10/p 95-99/ 2015 [36].Mining blasting scheme optimization of crown-sill pillar based on AHP-TOPSIS evaluation model:Journal of Mining and Safety Engineering v 32/n 2/p 343-348/ 2015 [37].Combined ANN prediction model for rock fragmentation distribution due to blasting:Journal of Information and Computational Science v 10/ n 11/p 3511-3518/2013 [38].Prediction of blasting-vibration-peak-speed by QN-BP based on Quasi-Newton method:Chinese Journal of Nonferrous Metals v 23/ n 5/p 1427-1433/ 2013 [39].Application of neural network model with partial least-square regression in prediction of peak velocity of blasting vibration:Journal of Vibration and Shock v 32/ n 12/ p 45-49/ 2013 [40].Support vector machines approach to mean particle size of rock fragmentation due to bench blasting prediction:TRANSACTIONS OF NONFERROUS METALS SOCIETY OF CHINA v 22 /n2 /p432-441/2012[41].Utilization of a nonlinear support vector machine to predict blasting vibration characteristic parameters in opencast mine:PRZEGLAD ELEKTROTECHNICZNY v 88 /n98/p 127-132/2012 [42].Delay time optimization in blasting operations for mitigating the vibration-effects on final pit walls' stability:SOIL DYNAMICS AND EARTHQUAKE ENGINEERING v31/n8/p1154-1158 / 2011
