img

Wechat

Adv. Search

Gold Science and Technology ›› 2022, Vol. 30 ›› Issue (6): 901-911.doi: 10.11872/j.issn.1005-2518.2022.06.082

• Mining Technology and Mine Management • Previous Articles     Next Articles

A Study of Construction Technology and Application of Pulp-Soil Decline at an Underground Metal Mine

Jielin LI1(),Dehua MAO1,Chaozhi PENG2,Shengli WANG3,Mengbing FENG3,Mingliang ZHAO3,Ao LI1   

  1. 1.School of Resources and Safety Engineering, Central South University, Changsha 410083, Hunan, China
    2.Kafang Branch Co. , Ltd. , Yunnan Tin Group, Gejiu 661000, Yunnan, China
    3.Beijing Road Plus Technology Co. , Ltd. , Beijing 102200, China
  • Received:2022-06-24 Revised:2022-10-22 Online:2022-12-31 Published:2023-01-06

Abstract:

The decline is the main access channel of underground metal mines,and its road quality directly affects the safe transportation and economic benefits of the mine.Flat and durable roads can effectively reduce vehicle driving resistance,reduce fuel consumption and vehicle maintenance costs,and at the same time can extend the service life of tires,improve the work efficiency and safety comfort of vehicle transportation,and greatly reduce hauling costs.At present,the decline pavement mostly adopts concrete pouring method,which has the shortcomings of high road construction cost,long maintenance time,short service life and difficult maintenance.At present,the pulp-soil road construction technology has been widely used in the con-struction of open-pit mine roads,and has played an important role.But for underground mines,due to the construction environment of underground confined space,water accumulation on the floor or dripping on the roof,and high anti-skid requirements on the road,this technology is still less used.In order to solve the shortage of concrete road construction methods for underground mine decline,the construction process of slurry road construction technology in the decline construction of the Kafang Branch of Yunnan Tin Industry Co.,Ltd. was studied,and the mud belt length of the yellow clay in the area was quickly identified by using the mud belt method to be 80 cm.The disintegration method identified the good water resistance of yellow clay,and comprehensively determined that yellow clay was most suitable for building slurry dirt roads.The washing and screening test was carried out to determine the optimal material ratio of yellow clay,manufactured sand,fine aggregate and coarse aggregate,and the field test of pulp dirt road construction was carried out on the decline of the Kafang Branch,and the on-site construction process of the pulp road was introduced in detail.The results show that the pulp-soil road construction technology can be well applied to the underground mine road construction,and has many advantages such as simple construction technology,low road construction cost,short construction period,strong bearing capacity,dust and skid control,low carbon environmental protection,etc.It has important significance for the mine cost reduction and efficiency improvement,energy saving and emission reduction,safety and high efficiency.

Key words: underground metal mine, decline, biological enzyme, pulp-soil road, construction process

CLC Number: 

  • TD525

Fig.1

Action process of biological enzyme act on clay molecules(Liu et al.,2015;Ma et al.,2017)"

Table 1

Basic parameters of ore trucks"

参数数值
额定载重量/t12
料斗容量/m35.85±0.3
最大牵引力/kN112
爬坡能力(重载)/(°)12
最小离地间隙/mm270
轴距/mm3 350±30
轮距/mm1 380
整车重量/t13±0.5

Fig.2

Concrete pavements on slope ramps and mine car tire wear situation"

Fig.3

Clay disintegration test"

Fig.4

Clay rubbing length"

Fig.5

Road construction material"

Fig.6

Biological enzyme"

Fig.7

Wash and siev test process"

Fig.8

Preparation of road construction materials"

Fig.9

Construction site operations of pulp-soil road underground road"

Fig.10

Effect comparison before and after road construction at the same location"

Chen Yongqing, Wen Changping, Fang Xuanqiang,et al,2019.Stress-strain relationships of bioenzyme-treated expansive soil[J].Journal of Central South University(Science and Te-chnology),50(8):1981-1990.
Coffey J, Nikraz H, Leek C,2018.Haul road rolling resistance and pavement condition[J].Australian Journal of Civil Engineering,16(1):12-22.
Coffey J, Nikraz H, Leek C,2019.Energy consumption in mine haulage due to road pavement performance[J].Mining Te-chnology-Transactions of the Institutions of Mining and Metallurgy,128(2):106-117.
Dai Beibing, Xu Kai, Yang Jun,et al,2014.An investigation into application of bio-enzyme based soil stabilization technology to Hongkong[J].Rock and Soil Mechanics,35(6):1735-1742.
Das B,2008.Fundamentals of Geotechnical Engineering[M].Stamford:Cengage Learning Incorporated.
Eisa M S, Basiouny M E, Youssef A M,2021.Effect of macrosy-nthetic fibers on the drying shrinkage performance of rigid pavement[J]. Innovative Infrastructure Solutions,6:212..
Frazer L,2003.Down with road dust[J].Environmental Health Perspectives,111(16):893-895.
Ganapathy G P, Gobinath R, Akinwumi I I,et al,2017.Bio-enzymatic stabilization of a soil having poor engineering properties[J].International Journal of Civil Engineering,15(3):401-409.
Hajarian A, Osanloo M,2020.A new developed model to determine waste dump site selection in open pit mines:An approach to minimize haul road construction cost[J].International Journal of Engineering,33(7):1413-1422.
Kushwaha P, Chauhan A S, Swami B L,2022.Experimental investigation on stabilization of subgrade soil using bio-enzymatic additive for pavement construction[J].Innovative Infrastructure Solutions,7(2):137.
Liu Qingbing, Xiang Wei, Cui Deshan,et al,2011.Mechanism of expansive soil improved by ionic soil stabilizer[J].Chinese Journal of Geotechnical Engineering,33(4):648-654.
Liu Shude, Ren Hongwang, Huang Yuejun,et al,2015.Application of FRT biological enzyme road building technology in field management of Shengli open-pit coal[J].Mine Safety in Coal Mine,46(5):238-240.
Ma Qianli, Zhao Kai,2017.Discussion on the application of FRT biological enzyme new road construction technology in underground coal mines[J].Technology Innovation and Application,(36):140-141.
Mitchell J, Soga K,2005.Fundamentals of Soil Behavior[M].New Jersey:Tata McGraw-Hill Education Private Limited.
Ren Huanxia, Xia Yanbo, He Zhenhua,et al,2020.A summary of the solidification mechanism and progress of biological enzyme soil solidifying agents[J].Value Engineering,39(21):248-249.
Rodovalho E, Quaglio O, Felsch W S,et al,2020.Reducing GHG emissions through efficient tire consumption in open pit mines[J].Journal of Cleaner Production,255:120185..
Sanchez-Garrido A J, Navarro I J, Yepes V,2022.Evaluating the sustainability of soil improvement techniques in foundation substructures[J].Journal of Cleaner Production,351:131463.
Su Haiyun,2011.The importance of road quality standardization construction in open pit mines[J].Opencast Mining Technology,(5):31-32,36.
Sun Y, Kinsela A S, Waite T D,2022.Elucidation of alveolar macrophage cell response to coal dusts:Role of ferroptosis in pathogenesis of coal workers’ pneumoconiosis[J].Science of the Total Environment,823:153727.
Tang Daxiong, Liu Yourong, Zhang Wenshu,et al,1999. Rock and Soil Engineering[M].Beijing:Geological Publishing House.
Tang Long,2020.Construction and maintenance of open pit mine stope roads[J].China Plant Engineering,(23):217-219.
Thomas A G, Rangaswamy B K,2021.Strength behavior of enzymatic cement treated clay[J].International Journal of Geotechnical Engineering,15(3):259-272.
Verma H, Ray A, Rai R,et al,2021.Ground improvement using chemical methods:A review[J].Heliyon,7(7):e07678.
Wang Changheng, Chen Xiangliang, Wang Canhui,2007,Application of terrazyme bio-curing enzyme in county roads[J].Hunan Communication Science and Technology,(1):66-67.
Wang Liyou,2004.The impact of mine road quality on transport costs and transport safety[J].Opencast Mining Technology,(5):26-27.
Wen Changping,2021.Study on elasto-plastic constitutive relation of bioenzyme-treated expansive soil based on LADE-DUNCAN model[J].Journal of Central South University (Science and Technology),52(11):4190-4200.
Yang Xiuli,2015.Application of biological enzyme curing technology in road construction[J].Chinese Highways,(21):136-137.
Yousef W, Jose S,2021.Comparative study of subgrade streng-th of soil using bio-enzyme[C]//India Surat,Springer Science and Business Media Deutschland GmbH.DOI:10.1007/978-981-33-6444-8_3 .
doi: 10.1007/978-981-33-6444-8_3
Yu Changchao,2013.Shengli open pit mine transportation road construction method improvement and maintenance[J].Opencast Mining Technology,(11):27-29,36.
Zhang Kegong, Liu Songyu,2010.Soil Mechanic[M].Beijing:China Construction Industry Press.
Zhang Ze, Ma Wei, Pendin Vadim V,et al,2014.Experimental study of the disintegration characteristics of Loam with different moisture content[J].Hydrogeology and Engineering Geology,41(4):104-107,124.
Zhao Aizhen, Zhang Longjun,2016.Discussion on reducing the transportation cost of decline excavation[J].China High-Tech Enterprises,(29):133-134.
Zhao Z D, Chang P, Xu G,et al,2021.Comparison of the coal dust suppression performance of surfactants using static test and dynamic test[J].Journal of Cleaner Production,328:129633.
陈永青,文畅平,方炫强,等,2019.生物酶改良膨胀土的应力—应变关系[J].中南大学学报(自然科学版),50(8):1981-1990.
戴北冰,徐锴,杨峻,等,2014.基于生物酶的固土技术在香港的应用研究[J].岩土力学,35(6):1735-1742.
刘清秉,项伟,崔德山,等,2011.离子土固化剂改良膨胀土的机理研究[J].岩土工程学报,33(4):648-654.
刘树德,任宏旺,黄月军,等,2015.FRT生物酶筑路技术在胜利露天煤矿现场管理中的应用[J].煤矿安全,46(5):238-240.
马千里,赵凯,2017.FRT生物酶新型筑路技术在井工煤矿应用的探讨[J].科技创新与应用,(36):140-141.
任睆遐,夏艳波,何振华,等,2020.生物酶类土壤固化剂的固化机理及进展综述[J].价值工程,39(21):248-249.
苏海云,2011.露天矿山道路质量标准化建设的重要性[J].露天采矿技术,(5):31-32,36.
唐大雄,刘佑荣,张文殊,等,1999.工程岩土学[M].北京:地质出版社.
唐龙,2020.露天矿矿山采场道路的修筑和养护[J].中国设备工程,(23):217-219.
王昌衡,陈湘亮,王灿辉,2007.TerraZyme生物固化酶在县乡公路中的应用[J].湖南交通科技,(1):66-67.
王立友,2004.矿山道路质量对运输成本及运输安全的影响[J].露天采矿技术,(5):26-27.
文畅平,2021.基于LADE-DUNCAN模型的生物酶改良膨胀土弹塑性本构关系研究[J].中南大学学报(自然科学版),52(11):4190-4200.
杨秀丽,2015.生物酶固化技术在公路建设中的应用[J].中国公路,(21):136-137.
余长超,2013.胜利露天矿运输道路修筑方法改进及养护[J].露天采矿技术,(11):27-29,36.
张克恭,刘松玉,2010.土力学[M].北京:中国建筑工业出版社.
张泽,马巍, Pendin Vadim V,等,2014.不同含水量亚黏土的崩解特性实验研究[J].水文地质工程地质,41(4):104-107,124.
赵爱贞,张龙俊,2016.降低斜坡道掘进运输成本探讨[J].中国高新技术企业,(10):133-134.
[1] Shuang HUANG, Mingtao JIA, Fang LU. Optimization Model of Underground Stope Working Plan Based on Heuristic Genetic Algorithm [J]. Gold Science and Technology, 2023, 31(4): 669-679.
[2] Meng WANG, Xiuzhi SHI, Shu ZHANG. Evaluation Research on Safety Guarantee Conditions of Underground Metal Mines Oriented to Optimizing Production Capacity [J]. Gold Science and Technology, 2020, 28(5): 753-760.
[3] Xiaoming LIU,Lei DENG,Liguan WANG,Shunhua DENG,Xinfeng YANG,You WAN,Yanjun HE. Intelligent Mine Master Plan for Underground Metal Mine [J]. Gold Science and Technology, 2020, 28(2): 309-316.
[4] Zhuan DAI,Zhouquan LUO,Yaguang QIN,Lei WEN,Chunsheng DING,Zhezhe DONG. Construction and Evaluation of Generalized Safety Management Model for Underground Metal Mines [J]. Gold Science and Technology, 2019, 27(6): 920-930.
[5] YIN Tubing,WANG Pin,ZHANG Minglu. Analysis and Evaluation of Safety in Underground Metal Mine based on AHP and Fuzzy Evaluation Method [J]. Gold Science and Technology, 2015, 23(3): 60-66.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!