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Support-surrounding rock relationship and top-coal movement laws in large dip angle fully-mechanized caving face 被引量:6
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作者 Hu Shaoxuan Ma Liqiang +1 位作者 Guo Jinshuai Yang Peiju 《International Journal of Mining Science and Technology》 EI CSCD 2018年第3期533-539,共7页
When mining the fully-mechanized longwall caving face along strike, the unstable equipment, the low top-coal recovery ratio and the difficulty in controlling surrounding rock may occur due to large dip angle. Consider... When mining the fully-mechanized longwall caving face along strike, the unstable equipment, the low top-coal recovery ratio and the difficulty in controlling surrounding rock may occur due to large dip angle. Considering the effects of strike angle on support stability, the ‘‘support-surrounding rock"mechanical models of support topple and support slip were established in this paper. On the basis, the influencing factors of support stability were analyzed and the technical measures of controlling support and surrounding rock stability were put forward. Then the loose particles simulation experiment was conducted to analyze the impacts of caving directions and methods on the top-coal recovery in large dip angle fully-mechanized caving face. Finally, the ‘‘upward sequence and double-openings doublerounds" caving technology was determined. The research results are of great scientific significance and practical values to improve large dip thick seam mining technology. 展开更多
关键词 Large dip angle Thick seam fully-mechanized caving Working resistance Top-coal movement
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Characteristics of Gas Emission at Super-Length Fully-Mechanized Top Coal Caving Face 被引量:10
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作者 XU Jia-lin YU Bei-jian +1 位作者 LOU Jin-fu WANG Dong-ping 《Journal of China University of Mining and Technology》 EI 2007年第4期447-452,共6页
Characteristics of gas emission at the K8206 working face in the Third mine of the Yangquan Coal Group were investigated. The effects of strata movement,advancing velocity of working face,production capacity of workin... Characteristics of gas emission at the K8206 working face in the Third mine of the Yangquan Coal Group were investigated. The effects of strata movement,advancing velocity of working face,production capacity of working face and gas extraction capability of strike high-level entry on gas emission at K8206 working face were analyzed. A regression equation,reflecting the relationship between relative gas emission rate and the production capacity of work-ing faces,was established. Another regression equation showing the relationship between the gas emission rate from adjacent layers when the working face was advancing for one metre and advancing velocity was derived. It can be con-cluded that,1) the amount of gas emitted at the K8206 working face is far greater than that of ordinary top coal caving faces with a dip length of 180-190 m; 2) the dynamic process of gas emission from adjacent layers during the initial mining stage is controlled by the movement of key strata; 3) the amount of gas emitted that needs to be forced out by air is greatly affected by the capability of gas extraction; 4) when the advancing velocity is between 3.5-5.5 m/d or when the output is up to 8-12 kt/d,the gas emission from adjacent layers is almost constant. 展开更多
关键词 super-length fully-mechanized top coal caving face characteristics of gas emission strata movement
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Patterns governing distribution of surrounding-rock stress and strata behaviors of fully-mechanized caving faces 被引量:3
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作者 谢广祥 刘全明 +1 位作者 查文华 华心祝 《Journal of Coal Science & Engineering(China)》 2004年第1期5-8,共4页
By employing numerical modeling, similar material simulation and comprehen-sive field observation, investigations were made and patterns were obtained governing surrounding-rock stress distribution and strata behavior... By employing numerical modeling, similar material simulation and comprehen-sive field observation, investigations were made and patterns were obtained governing surrounding-rock stress distribution and strata behaviors. It shows that patterns governing displacement of FMC roadway surrounding rocks and those governing deformation of supports are basically the same along the strike, but the displacements vary greatly. The front stresses affect greater areas than the lateral stresses and their limit widths of equilib-rium zones and K are almost similar. The stress transmits very deep. Our findings offer scientific basis on which to determine parameters for coal pillar retaining and for roadway out-laying, thus increasing the recovery ratio and improving the maintenance of roadway. 展开更多
关键词 fully-mechanized caving face (FMC faces) stress surrounding-rock stress
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Study on gob-side entry retaining in fully-mechanized longwall with top-coal caving and its application 被引量:12
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作者 Su Hai Bai Jianbiao +2 位作者 Yan Shuai Chen Yong Zhang Zizheng 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2015年第3期503-510,共8页
Based on the engineering background of gob-side entry retaining in fully-mechanized longwall with top coal caving(GER-FLTC) on N2105 working face of Yuwu coal mine, by adopting the methods of theoretical analysis and ... Based on the engineering background of gob-side entry retaining in fully-mechanized longwall with top coal caving(GER-FLTC) on N2105 working face of Yuwu coal mine, by adopting the methods of theoretical analysis and numerical calculation, the control techniques of surrounding rocks in GER-FLTC working face are studied in this paper. The two main difficulties of stability of surrounding rocks at gob-side retained entry in fully-mechanized longwall working face are the stability control of top coal and control of large deformation of GER-FLTC working face. Interaction mechanical model between roofing and roadside backfilling in GER-FLTC is established and the equations for the calculation of roof-cutting resistance of roadside backfilling are derived. Results of numerical calculation show that the damage zones of top coal can be categorized into the delaminating zone of top coal above the backfilling, tensile damage zone of top coal above the retained roadway and shear damage zone of the upper rib of the solid coal. Stability control of top coal is the critical part to success of GER-FLTC. With consideration of large deformation of surrounding rocks of gob-side retained entry in fully-mechanized longwall, the support technique of‘‘roofing control and wall strengthening'' is proposed where high strength and highly prestressed anchor rods and diagonal tensile anchor cables support are used for top coal, high strength and highly prestressed yielding anchor rod support is used for solid coal and roadside prestressed load-carrying backfilling is constructed by high-water material, in order to maintain the integrity of the top coal, transfer load, high resistance yielding load-carrying of solid coal, roof-cutting of roadside backfilling and support,and to achieve GER-FLTC. Results from this study are successfully applied in engineering practice. 展开更多
关键词 Gob-side entry retaining in fully-mechanized longwan with top coal caving Stability control of top coalLarge deformation control Roofing control and wall strengthening
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SAFETY PROBLEMS IN FULLY-MECHANIZED TOP-COAL CAVING LONGWALL FACES 被引量:1
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作者 吴健 郭文章 《Journal of China University of Mining and Technology》 1994年第2期20-25,共6页
The thick-san top-ctal catrig technology has been in use in China for over a decade,and has given rise to siguscant economic efficiendes. Eftorts in reeent years to extend its applica tion to more complex mining condi... The thick-san top-ctal catrig technology has been in use in China for over a decade,and has given rise to siguscant economic efficiendes. Eftorts in reeent years to extend its applica tion to more complex mining conditions, mostly high-gas seams , with or without proneness ofspontaneous combustion. have brought about new safety problems This paper will highlight thefcatures and problems retared with thick-seam top-coal caving systems, compared with conventionai, fully-mecbanized longwall systems , particularly issues retated to methane, spontaneous combustion and dust,and disam the methods and measures to ded with them. 展开更多
关键词 fully-mechanized top-coal caving method METHANE spontaneous combustion coal dust
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Study on safe thickness of overlying thin bedrock in fully-mechanized top-coal caving face with thick coal seam
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作者 方新秋 黄汉富 何杰 《Journal of Coal Science & Engineering(China)》 2007年第4期507-511,共5页
To prevent support crush, the overlying strata safe thickness and its influential elements were studied by the adoption of theoretical analysis, numerical simulation and in-situ measurement. According to the productio... To prevent support crush, the overlying strata safe thickness and its influential elements were studied by the adoption of theoretical analysis, numerical simulation and in-situ measurement. According to the production and geological condition of first face in Sima coal mine, the results indicate that the clay contains large permissible bearing ability and has better arching force. After mining destruction, stable structure is formed in bedrock to ensure face safety. The clay thickness & bedrock thickness are the key influential elements to stable structure. The minimal bedrock thickness is about 40 m to ensure safe mining under loose surface soil condition. When surface soil contains mainly thick clay, it forms steady structure with the composition of thin bedrock, so that it can reduce minimal thickness of bedrock and to ensure safe mining. When clay thickness is 40 m, minimal bedrock thickness is 20 m. When clay thickness is 30 m, minimal bedrock thickness is 30 m. Bearing pressure peak ranges from 5 to 15 m in the front face under thin bedrock condition. The bearing pressure distribution range is 15 m. Main roof break distance is small, and initial weighting of main roof is not distinctive, while first periodic weighting of main roof is quite distinctive. 展开更多
关键词 fully-mechanized mining with top coal caving thin bedrock CLAY safety thickness
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Analysis on distribution law of the abutment pressure of the integrated coal beside the road-in packing for gob-side entry retaining in fully-mechanized caving face
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作者 Zhu Chuanqu Liu Ze +1 位作者 Wang Weijun Zhang Daobing 《Engineering Sciences》 EI 2009年第3期23-27,共5页
The three-dimensional damage constitutive relationship of coal is established and distribution law of the abutment pressure of the integrated coal beside the road-in packing for gob-side entry retaining in fully-mecha... The three-dimensional damage constitutive relationship of coal is established and distribution law of the abutment pressure of the integrated coal beside the road-in packing for gob-side entry retaining in fully-mechanized caving face under the effect of given deformation of the main roof is analyzed by the damage mechanics theory. And the relationship between distribution of the abutment pressure and thickness of coal seam is explored. The presented result is of great theoretical significance and practical value to the study on stability control of the surrounding rock of road-in packing for gob-side entry retaining in fully-mechanized caving face. 展开更多
关键词 road-in packing for gob-side entry retaining in fully-mechanized caving face integrated coal beside the roadway abutment pressure damage mechanics
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莫高窟148窟药师经变中的建筑图像表达分析
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作者 孙蕾 《建筑史学刊》 2024年第2期81-93,共13页
净土经变是敦煌壁画盛唐时期的流行题材之一,其中大型建筑群成为讲经场面的重要背景。本文以148窟主室东壁北侧的药师经变为例,探讨敦煌大型经变壁画中建筑图像的绘制特征,从图面表现手法以及叙述特征的角度探讨该壁画中建筑物的位置关... 净土经变是敦煌壁画盛唐时期的流行题材之一,其中大型建筑群成为讲经场面的重要背景。本文以148窟主室东壁北侧的药师经变为例,探讨敦煌大型经变壁画中建筑图像的绘制特征,从图面表现手法以及叙述特征的角度探讨该壁画中建筑物的位置关系。发现“正面—平行法”以及飞鸟投影法被同时运用到建筑图像的表达之中。配合“视阶”和多重视角的成熟运用,建筑群的庄重以及层层递进的环境感受得以凸显。 展开更多
关键词 莫高窟148窟 药师经变 建筑图像 表现手法 叙述特征
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Research on Tourism Development Strategy of Zhaoqing Seven Star Cave Scenic Area in the Context of Guangdong-Hong Kong-Macao Greater Bay Area
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作者 Haiming CHEN Min ZHAO Xuejuan KONG 《Meteorological and Environmental Research》 CAS 2022年第5期40-44,共5页
The national strategy of"Guangdong-Hong Kong-Macao Greater Bay Area"has replaced the original Pearl River Delta economic circle.As one of them,the economic development of Zhaoqing City ushered in a historic ... The national strategy of"Guangdong-Hong Kong-Macao Greater Bay Area"has replaced the original Pearl River Delta economic circle.As one of them,the economic development of Zhaoqing City ushered in a historic opportunity.Other cities in Greater Bay Area provide sufficient tourist resources for the development of Zhaoqing’s tourism industry.Under the new situation,Seven Star Cave,the leading scenic spot in Zhaoqing,should firmly grasp the national strategic dividend of the"Guangdong-Hong Kong-Macao Greater Bay Area",accelerate the transformation and upgrading,and enhance the market competitiveness.In this paper,the data are collected by nominal group technique,and are integrated into SWOT matrix for analysis.The development strategy of Zhaoqing Seven Star Cave Scenic Area is obtained by matching internal and external factors. 展开更多
关键词 Guangdong-Hong Kong-Macao Greater Bay Area Zhaoqing Seven Star Cave Scenic Area Nominal group technique SWOT matrix analysis
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莫高窟第205窟中唐补修新探——以莫高窟第205窟西壁新识读的古藏文祈愿文为中心
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作者 赵蓉 勘措吉 +1 位作者 张先堂 柴勃隆 《敦煌研究》 北大核心 2023年第1期36-45,共10页
借助多光谱紫外成像技术提供的以往肉眼未能发现或辨识的新资料,首次识读和探明莫高窟第205窟西壁的古藏文题记是九世纪前半叶的一篇祈愿文,进而结合敦煌莫高窟藏经洞出土的汉文、古藏文文献,考证祈愿文的发愿人为粟特人康进达和来自擦... 借助多光谱紫外成像技术提供的以往肉眼未能发现或辨识的新资料,首次识读和探明莫高窟第205窟西壁的古藏文题记是九世纪前半叶的一篇祈愿文,进而结合敦煌莫高窟藏经洞出土的汉文、古藏文文献,考证祈愿文的发愿人为粟特人康进达和来自擦尔龙部落的萨吴,考证祈愿文对应的佛事功德活动就是吐蕃统治时期在第205窟中心佛坛补塑二身天王塑像,使我们对第205窟在中唐时期的补修获得了新的认识。 展开更多
关键词 莫高窟 第205窟 多光谱成像技术 古藏文祈愿文 补造塑像
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莫高窟第257、259窟北魏壁画彩塑的科学分析 被引量:1
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作者 张文元 苏伯民 +1 位作者 善忠伟 于宗仁 《文博》 北大核心 2023年第1期75-87,共13页
莫高窟第257、259窟是北魏时期重要洞窟。为从科学角度探究两窟壁画彩塑艺术特色和发展过程,本文综合运用超景深显微镜等原位无损分析技术以及X-射线衍射等实验室分析技术对其壁画彩塑制作工艺与材料特征进行研究。结果表明,壁画彩塑底... 莫高窟第257、259窟是北魏时期重要洞窟。为从科学角度探究两窟壁画彩塑艺术特色和发展过程,本文综合运用超景深显微镜等原位无损分析技术以及X-射线衍射等实验室分析技术对其壁画彩塑制作工艺与材料特征进行研究。结果表明,壁画彩塑底色层分为红色与白色两类;第257窟颜料包括生石膏、滑石、红土、朱砂、昆虫来源的蒽醌类染料、氯铜矿、青金石、靛蓝及炭黑,第259窟颜料包括滑石、蛇纹石、红土、蓝铜矿以及伴生有蓝铜矿的氯铜矿。分析结果从时空两方面阐释了两窟绘画材料的传承与衍变,可为石窟考古、艺术史研究以及保护修复提供重要支撑。 展开更多
关键词 莫高窟 北魏 壁画 彩塑 绘画技法与材料
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广佛肇高速公路北江大桥施工关键技术 被引量:2
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作者 尚庆果 何明辉 王青云 《世界桥梁》 北大核心 2023年第5期34-40,共7页
广佛肇高速公路北江大桥主桥为(115+215+115)m连续刚构桥。主梁为单箱单室箱梁,顶板宽16.25 m,底板宽8.15 m,梁高4.2~12.8 m,设计采用C60混凝土。基础均采用钻孔灌注桩和分离式承台,主墩为双薄壁墩,过渡墩为花瓶墩。针对桥址处河床无覆... 广佛肇高速公路北江大桥主桥为(115+215+115)m连续刚构桥。主梁为单箱单室箱梁,顶板宽16.25 m,底板宽8.15 m,梁高4.2~12.8 m,设计采用C60混凝土。基础均采用钻孔灌注桩和分离式承台,主墩为双薄壁墩,过渡墩为花瓶墩。针对桥址处河床无覆盖层,且存在串珠状溶洞地质条件,主墩钻孔桩位处的溶洞采用钢护筒跟进、片石黏土回填及混凝土回填等方式组合处理。针对裸岩地质条件,33号主墩分离式承台采用连体式错位型钢板桩围堰配合旋挖钻铣槽法进行施工;32号过渡墩采用钢板桩打入强风化岩一定深度,对基底岩溶裂隙进行注浆处理后,并以岩石作为支撑结构进行施工。为减小混凝土箱梁开裂风险,通过多种参数配合比试验,研制低收缩、低徐变C60混凝土,大幅提升混凝土工作性能、力学性能及耐久性能,且经济效益明显。 展开更多
关键词 连续刚构桥 串珠状溶洞 连体式错位型钢板桩围堰 注浆 C60混凝土 施工技术
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回采巷道顶煤二氧化碳气爆致裂冒放技术
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作者 王崇勋 荚逸晨 赵宝友 《煤炭工程》 北大核心 2023年第8期63-67,共5页
基于理论分析计算得到的回采巷道顶煤气爆致裂影响半径,设计了回采巷道顶煤气爆致裂助冒放爆破孔布置方案及参数,并开展了数值模拟验证和现场工程应用。研究结果表明:沿煤柱侧及跨中打设两列爆破孔对回采巷道顶煤进行液态二氧化碳相变... 基于理论分析计算得到的回采巷道顶煤气爆致裂影响半径,设计了回采巷道顶煤气爆致裂助冒放爆破孔布置方案及参数,并开展了数值模拟验证和现场工程应用。研究结果表明:沿煤柱侧及跨中打设两列爆破孔对回采巷道顶煤进行液态二氧化碳相变气爆致裂后,爆破孔间的顶煤均进入塑性屈服状态,煤柱侧、跨中及回采侧巷道顶板的下沉变形不再呈现常规的下凸形式,工作面采动影响下回采巷道煤柱侧与跨中的顶煤下沉量基本相当且增加较明显;综放工作面回采巷道顶煤气爆致裂助冒放技术可在不影响安全出口顶板维护的前提下,不仅显著改善了回采巷道顶煤的冒放性,实现了回采巷道顶煤的顺利安全回收,而且还消除了端头顶板悬顶带来的诸多重大安全隐患,促进了三元煤业综放工作面安全高效可持续开采。 展开更多
关键词 回采巷道 二氧化碳气爆 顶煤致裂 冒放技术 端头悬顶
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综合物探法在大足石刻圆觉洞窟保护中的应用
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作者 赵宏欣 张晶 +2 位作者 魏子贺 许鹏 马骏骅 《物探化探计算技术》 CAS 2023年第5期663-669,共7页
大足石刻是集释(佛教)、道(道教)、儒(儒家)“三教”于一身的大型石刻艺术博物馆,圆觉洞作为其摩崖造像中最具有代表性的作品之一,在长期自然应力作用下,致使圆觉洞文物本体及周边围岩体出现了岩石风化剥蚀加速、顶板失稳险情加重等一... 大足石刻是集释(佛教)、道(道教)、儒(儒家)“三教”于一身的大型石刻艺术博物馆,圆觉洞作为其摩崖造像中最具有代表性的作品之一,在长期自然应力作用下,致使圆觉洞文物本体及周边围岩体出现了岩石风化剥蚀加速、顶板失稳险情加重等一系列病害。这里运用超声横波成像技术、地质雷达法和微电极高密度法,对大足石刻圆觉洞顶板进行勘探,推断了防水混凝土保护层厚度,与调查资料显示厚度一致。利用综合地球物理技术推断了防水混凝土风化破损位置4处及主裂隙3条,揭示了岩体裂隙的发育情况,为后期病害的治理工作提供了基础,对类似项目有一定的借鉴意义。 展开更多
关键词 大足石刻圆觉洞窟 微电极高密度 超声横波成像技术 地质雷达 裂隙
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高原喀斯特地区基桩穿越溶洞关键施工技术研究
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作者 太永丽 马贺雅 +1 位作者 刘克文 翁彦梅 《矿产勘查》 2023年第11期2212-2219,共8页
针对位于复杂高原喀斯特地貌岩溶强发育区的云南丘北县普者黑某酒店建设工程,本文通过工程地质调查、钻探和物探等方法查清了工程场地的稳定性、地基土的特点、岩溶发育和溶洞分布情况。采取多项关键技术保证该工程基桩高效安全穿越溶洞... 针对位于复杂高原喀斯特地貌岩溶强发育区的云南丘北县普者黑某酒店建设工程,本文通过工程地质调查、钻探和物探等方法查清了工程场地的稳定性、地基土的特点、岩溶发育和溶洞分布情况。采取多项关键技术保证该工程基桩高效安全穿越溶洞,如根据勘察成果调整基桩入岩深度提高单桩承载力;基桩旋挖成孔时应用新型聚合物泥浆护壁提高桩身泥浆质量,降低桩底沉渣厚度;合理处置桩身钢筋笼降低充盈系数,减少桩身混凝土用量等。研究结果表明:(1)采用工程地质勘察、钻探、物探相结合的勘察方法,可以快速、准确地查明岩溶发育强烈地区的溶洞分布情况;(2)采用前述关键施工技术保证了工程基桩高效安全穿越溶洞并保证了工程基桩的质量。该研究成果对复杂高原喀斯特地貌岩溶强发育区岩土工程勘察及工程基桩穿越溶洞施工有一定借鉴意义。 展开更多
关键词 高原喀斯特地貌 溶洞 桩基础 勘察 施工技术
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中梁山隧道斜井溶洞处治关键技术应用
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作者 汪前伟 《工程建设与设计》 2023年第8期126-128,共3页
介绍了渝武高速公路复线(北碚至合川段)TJ-2合同段中梁山隧道斜井XJK0+695~XJK0+747段穿越的溶洞的规模与形态特征,提出了斜井通过该溶洞的处治方案:采用综合超前地质预报手段探明岩溶规模、形态特征,制定了调整支护参数、调整开挖工法... 介绍了渝武高速公路复线(北碚至合川段)TJ-2合同段中梁山隧道斜井XJK0+695~XJK0+747段穿越的溶洞的规模与形态特征,提出了斜井通过该溶洞的处治方案:采用综合超前地质预报手段探明岩溶规模、形态特征,制定了调整支护参数、调整开挖工法等安全施工措施,并介绍了该方案实施的具体步骤,最终顺利通过了该溶洞。 展开更多
关键词 中梁山隧道 斜井 溶洞 处治技术
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公路隧道软岩大变形路段洞身施工技术探析
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作者 王清 《江西建材》 2023年第1期193-195,共3页
文中以某公路隧道工程K14+270~K16+485标段为依托,对项目软岩大变形路段洞身初期支护技术进行了分析,根据公路的实际现场条件计算支护参数,以确保公路隧道结构的稳固性。
关键词 公路施工 软岩大变形隧道 洞身施工技术
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基于煤矸信号特征的自动化放煤技术研究
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作者 姚士茂 《江西煤炭科技》 2023年第4期13-15,19,共4页
为了有效判别煤矸信号特征的差异,利用小波变换法中Haar小波系、VisuShrink法对煤矸下落过程中振动信号和声音信号进行了重构,根据重构后的特征信号,重新定义了煤炭和矸石在下落过程中信号特征,并在现场中得到了成功应用,为精确自动化... 为了有效判别煤矸信号特征的差异,利用小波变换法中Haar小波系、VisuShrink法对煤矸下落过程中振动信号和声音信号进行了重构,根据重构后的特征信号,重新定义了煤炭和矸石在下落过程中信号特征,并在现场中得到了成功应用,为精确自动化放煤技术提供了重要的基础。 展开更多
关键词 放顶煤开采 自动化放煤技术 小波变换法 放煤矸振动信号特征 放煤矸声音信号特征
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内蒙古金斯太洞穴遗址发掘简报 被引量:25
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作者 王晓琨 魏坚 +2 位作者 陈全家 汤卓炜 王春雪 《人类学学报》 CSCD 北大核心 2010年第1期15-32,共18页
2000—2001年间,金斯太洞穴遗址先后经历了两次发掘,面积约80m2,发掘出土石制品4000余件和大量动物化石。洞穴地层堆积厚达6m以上,可划分为8层。第3层以下为旧石器时代文化堆积,可分为上、中、下三个文化层。遗址经过14C测年,旧石器层... 2000—2001年间,金斯太洞穴遗址先后经历了两次发掘,面积约80m2,发掘出土石制品4000余件和大量动物化石。洞穴地层堆积厚达6m以上,可划分为8层。第3层以下为旧石器时代文化堆积,可分为上、中、下三个文化层。遗址经过14C测年,旧石器层位年代为距今3.6万年至1.8万左右,处于旧石器时代中晚期过渡至晚期之末。通过对石、骨制品和部分动物化石的分析可知,这是一处以旧石器遗存为主,兼有全新世遗存的洞穴遗址。遗址石器工业整体上属于小石器工业,中文化层阶段出现了勒瓦娄哇技术,上文化层阶段出现了细石叶工业,并占主体地位,与小石器工业并行发展。该遗址的发掘为探索北方主工业的分布范围和文化内涵提供了新的材料,对于探讨旧石器时代的文化交流以及细石叶工业的产生具有重要的意义。 展开更多
关键词 金斯太洞穴 旧石器时代 石制品 勒瓦娄哇技术
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某矿主溜井塌落破坏成因分析及其防治对策 被引量:17
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作者 李长洪 蔡美峰 +3 位作者 乔兰 刘国富 王剑波 赵可广 《中国矿业》 北大核心 1999年第6期37-39,共3页
本文通过对工程地质、水文地质和地应力场的分析和研究 ,阐述了新城金矿主溜井塌落破坏的原因 。
关键词 溜井破坏 井巷加固 注浆技术 锚注 防治对策
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