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author:

Yu, Zhi (Yu, Zhi.) [1] (Scholars:喻智) | Shi, Xiu-Zhi (Shi, Xiu-Zhi.) [2] | Zhang, Zong-Xian (Zhang, Zong-Xian.) [3] | Gou, Yong-Gang (Gou, Yong-Gang.) [4] | Miao, Xiao-Hu (Miao, Xiao-Hu.) [5] | Tang, Jin-Zhou (Tang, Jin-Zhou.) [6]

Indexed by:

Scopus SCIE

Abstract:

To reduce the ore loss and dilution caused by blast-induced rock movement in open-pit bench blasting, a dividing open-pit blast (DOPB) method was theoretically analyzed, numerically simulated and applied to the Husab Uranium Mine, Namibia. First, a general open-pit bench blasting process was analyzed, and the DOPB method was introduced after comparing it with the echelon pattern. Next, the blasting processes of the echelon pattern and the DOPB method were simulated using the boned-particle method, while the finite element method was used to provide a blast loading. Finally, two field applications of the DOPB method to reduce ore loss and dilution in Husab Uranium Mine were introduced in detail, and the trial blast results were verified by 3D scanning results, radioactivity measurement results and ore recovery datasets. The obtained results show that multi-hole bench blasting can be considered to be the combination of multiple independent single-hole blasting when the delay time is large enough. Meanwhile, the DOPB method can be used to reduce the mixing of ore and waste rock fragments, and an identifiable ditch that matches the ore boundary can be created in the muckpile. Therefore, serious ore loss and dilution can be avoided even using the pre-blast ore boundary to guide shovel loading. In addition, a more complex identifiable ditch can be formed with the help of more accurate electronic detonators.

Keyword:

Blast-induced rock movement Dividing open-pit blast (DOPB) method Open-pit bench blasting Ore loss and dilution

Community:

  • [ 1 ] [Yu, Zhi]Fuzhou Univ, Zijin Sch Geol & Min, Fuzhou 350108, Peoples R China
  • [ 2 ] [Yu, Zhi]Univ Oulu, Oulu Min Sch, Oulu 90014, Finland
  • [ 3 ] [Zhang, Zong-Xian]Univ Oulu, Oulu Min Sch, Oulu 90014, Finland
  • [ 4 ] [Shi, Xiu-Zhi]Cent South Univ, Sch Resources & Safety Engn, Changsha 410083, Peoples R China
  • [ 5 ] [Gou, Yong-Gang]Hohai Univ, Coll Civil & Transportat Engn, Nanjing 210098, Peoples R China
  • [ 6 ] [Gou, Yong-Gang]Hohai Univ, Key Lab Minist Educ Geomech & Embankment Engn, Nanjing 210098, Peoples R China
  • [ 7 ] [Miao, Xiao-Hu]Uranium Resource Co Ltd, China Gen Nucl Power Corp, Beijing 100029, Peoples R China
  • [ 8 ] [Tang, Jin-Zhou]China Univ Min & Technol, State Key Lab Geomech & Deep Underground Engn, Xuzhou 221116, Peoples R China
  • [ 9 ] [Tang, Jin-Zhou]Guizhou Univ, Guizhou Prov Key Lab Rock & Soil Mech & Engn Safet, Guiyang 550025, Peoples R China

Reprint 's Address:

  • [Gou, Yong-Gang]Hohai Univ, Coll Civil & Transportat Engn, Nanjing 210098, Peoples R China;;[Gou, Yong-Gang]Hohai Univ, Key Lab Minist Educ Geomech & Embankment Engn, Nanjing 210098, Peoples R China;;

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Source :

ACTA GEOTECHNICA

ISSN: 1861-1125

Year: 2023

Issue: 8

Volume: 18

Page: 4311-4327

5 . 6

JCR@2023

5 . 6 0 0

JCR@2023

ESI Discipline: GEOSCIENCES;

ESI HC Threshold:26

JCR Journal Grade:1

CAS Journal Grade:2

Cited Count:

WoS CC Cited Count: 4

SCOPUS Cited Count: 5

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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