[an error occurred while processing this directive] [an error occurred while processing this directive]
[an error occurred while processing this directive]A Study of Construction Technology and Application of Pulp-Soil Decline at an Underground Metal Mine
Received date: 2022-06-24
Revised date: 2022-10-22
Online published: 2023-01-06
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.
Jielin LI , Dehua MAO , Chaozhi PENG , Shengli WANG , Mengbing FENG , Mingliang ZHAO , Ao LI . A Study of Construction Technology and Application of Pulp-Soil Decline at an Underground Metal Mine[J]. Gold Science and Technology, 2022 , 30(6) : 901 -911 . DOI: 10.11872/j.issn.1005-2518.2022.06.082
http://www.goldsci.ac.cn/article/2022/1005-2518/1005-2518-2022-30-6-901.shtml
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
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,
|
|
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.
|
/
| 〈 |
|
〉 |