|本期目录/Table of Contents|

[1]陈赞成,余斌,解联库,等.大型地下铁矿工程地质调查与岩体质量评价[J].中国安全生产科学技术,2013,9(6):63-68.[doi:10.11731/j.issn.1673-193x.2013.06.012]
　CHEN Zan cheng,YU Bin,XIE Lian ku,et al.Engineering geological investigation and evaluation of rock mass quality in large underground iron mine[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2013,9(6):63-68.[doi:10.11731/j.issn.1673-193x.2013.06.012]
点击复制

大型地下铁矿工程地质调查与岩体质量评价
分享到：

《中国安全生产科学技术》[ISSN:1673-193X/CN:11-5335/TB]

卷:
9
期数:
2013年6期
页码:
63-68
栏目:
职业安全卫生管理与技术
出版日期:
2013-06-30

文章信息/Info

Title:
Engineering geological investigation and evaluation of rock mass quality in large underground iron mine
作者:
陈赞成1; 2; 3; 余斌1; 解联库1; 曹辉1
（1北京矿冶研究总院，北京100160；2 山东黄金集团有限公司，山东济南250101；3北京科技大学 土木与环境工程学院，北京100083）
Author(s):
CHEN Zan cheng 1; 2; 3; YU Bin 1;  XIE Lian ku 1; CAO Hui 1
(1Beijing General Research Institute of Mining and Metallurgy, Beijing 100160,China；2 Shandong Gold Group Co.Ltd， Jinan Shandng 250101，China；3 School of Civil and Environmental Engineering, University of Science and  Technology Beijing, Beijing 10008
关键词:
地下开采;  工程地质调查; 岩体结构; 岩体质量评价
Keywords:
underground mining; engineering geology invenstigation; rock mass structure; quality evaluation of rock mass
分类号:
X936
DOI:
10.11731/j.issn.1673-193x.2013.06.012
文献标志码:
A
摘要:
针对劳服铁矿工程地质条件、水文地质条件、岩体力学特性及开采技术条件等，应用岩体工程地质力学方法进行了工程地质划分、节理裂隙统计和岩体结构分类。同时应用《工程岩体分级标准，GB50218-94》分级方法对劳服铁矿岩体质量进行了系统全面的分类和评价，其评价结果为矿区顶板岩层片麻岩和底板花岗质混合岩岩体质量级别为III级至II级，底板花岗质混合岩岩体质量级别为II级至I级。
Abstract:
According to the engineering geological conditions, hydrological and geological conditions, rock mass mechanical characteristics and mining condition of the iron ore, by using the method of geological mechanics of rock engineering, the classify of engineering geological division, joint statistics and rock mass structure were conducted. At the same time, applying the classification method in "standard for engineering classification of rock masses, GB5021894 " , the rock mass quality of the iron ore was systematically and comprechensively classified and evaluated, the evaluation result showed that the mass quality level of roof rock gneiss and granitic migmatite floor rock were III to II, and the quality class of granite rock bottom mixture was II to I.

参考文献/References:

[1]林韵梅．岩石分级的理论与实践［M］．北京：冶金工业出版社，1996.
[2］N．Barton，R．Lien，J．Lunde． Engineering Classification of Rock Messes for the Design of Tunnel Support［J］．RockMech．1974，6(4)：189-236.
[3］郑永学．矿山岩体力学［M］．北京：冶金工业出版社，1995.
[4］于学馥．地下工程围岩稳定性分析［M］．北京：煤炭工业出版社，1983.
[5］寥国华．矿山岩体力学［M］．北京：北京科技大学，1981.
[6］高磊．矿山岩石力学［M］．北京：机械工业出版社，1987.
[7］李兆权．应用岩石力学［M］．北京：冶金工业出版社，1994.
[8］杨清平，滕炳娟，张晋军，等.谦比西铜矿西矿体工程地质调查与评价［J］.铜业工程，2012，115(3):3033 YANG Qingping，TENG Bingjuan，ZHANG Jinjun，et al.Engineering geology investigation and evaluation of surrounding rock mass of west orebody in Chambishi Copper Mine［J］.Copper Engineering，21012,115（3）:3033 .
[9］徐必根，王春来．唐绍辉.大尺度采空区岩体工程地质调查与评价研究［J］.矿业研究与开发，2008，28(1)：5759，86 XU Bigen,WANG Chualai,TANG Shaohui.Engineering geology investigation and evaluation of surrounding rock mass of large scale minedout area［J］. Mining Research and Development,2008,28(1):5759,86.
[10］乔兰，蔡美峰，傅学生.玲珑金矿工程地质调查与评价［J］.黄金，2000，21（1）：16 QIAO Lan,CAI Meifeng,FU Xuesheng.The investigation and evaluation of engineering geology in Linglong Gold Mine［J］．Gold,2000,21(1):16 .
[11］杨清平，滕炳娟，张晋军，等.谦比西铜矿西矿体工程地质调查与评价［J］.铜业工程，2012，3（115）：3033.
[12］邓金灿.高峰矿深部开采工程地质调查与稳定性分析［J］.采矿技术，2001，1( 3) : 6667.
[13］何满潮,谢和平,彭苏萍，等.深部开采岩体力学研究［J］.岩石力学与工程学报，2005，24(16)：2 803–2 813 HE Manchao,XIE Heping,PENG Suping,et al.Study on rock mechanics in deep mining enginffring［J］.Chinese Journal of Rock Mechanics and Engineering, 2005，24(16)：2 8032 813 .
[14］陈赞成,杨鹏,吕文生,等.平里店矿区缓倾斜浅埋薄矿体残矿岩体稳定性数值模拟［J］. 有色金属,2010,5(2)：8992 CHEN Zancheng,YANG Peng,LV Wensheng,et al.Numerical simulation of flatgrade thin and shallow buried orebody stability［J］.Nonferrous Metals Engineering ,2010,5(2)：8992 .
[15］贺安民.神东矿区旺采采空区失稳危险分级方法研究［J］.煤矿开采,2013,18（1）:59，7678 HE Anmin. Classfication method of wongawilli gob unstablity danger in Shendong mining aera［J］. Coal Mining Technology,2013,18（1）:59，7678.
[16］陈赞成,侯克鹏,杨八九.某矿采空区稳定性三维有限元数值模拟研究［J］. 有色金属,2010,8(3):1823 CHEN Zancheng, HOU Kepeng, YANG Bajiu.3D F inite E lem entNum er ical Simulation on Gob Stability of Some Mine［J］. Nonferrous Metals,2010,8(3):1823.

相似文献/References:

[1]刘三平,马海涛,李长洪.地下铁矿扩界开采地表影响范围预测[J].中国安全生产科学技术,2015,11(7):123.[doi:10.11731/j.issn.1673-193x.2015.07.020]
　LIU San-ping,MA Hai-tao,LI Chang-hong.Prediction of surface influence range of expanding mining in an underground iron mine[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2015,11(6):123.[doi:10.11731/j.issn.1673-193x.2015.07.020]

备注/Memo

备注/Memo:
国家“十二五”科技支撑计划项目（2013BAB01B01）
更新日期/Last Update: 2013-06-30