2) Liujia
刘家
1.
Properties of Target Coal Reservoirs and Conditions of Coalbed Methane Development in Liujia CBM-Prospecting District;
刘家勘探区煤储层特征及煤层气开发条件研究
3) Liuqiao fault
刘桥断层
1.
The Liuqiao fault is located at northeastern side of Liuqiao No.
刘桥断层位于刘桥一矿东北侧,落差110～210m,通过钻探揭露、物探探查、流量测井技术,对刘桥断层破碎带的富、导水性进行了研究,在-380石门巷道过刘桥断层前进行了管棚支护及预注浆加固工程,以及在巷道过刘桥断层过程中,采取了一系列行之有效的掘进支护措施,确保了-380石门巷道安全通过刘桥断层。
2.
In this paper,on the basis of profound study of hydrogeologic condition in Liuqiao fault and the data of Rock mechanics test,the author analyzed the possibility of water inrush through fault when a laneway go through Liuqiao fault by means of numerical simulation method.
本文依据巷道穿越刘桥断层时的水文地质条件和构造条件,结合已有的岩石物理力学试验资料,采用数值模拟法对延伸巷道穿越刘桥断层时,突水的危险性进行了初步分析,对矿井的安全生产具有一定的指导意义。
3.
Based on the geological and hydrogeologic data of first Liuqiao coal mine, analyzed forcarsting the in the driving of headings across Liuqiao fault and water-resisting ability of the zone of faults, drawing the conclusion of which it is safety in the process of the - 380 crosscut across the fault.
基于刘桥一矿刘桥断层的构造特征和水文地质特征,从巷道过刘桥断层时的最大出水量预测和刘桥断层带的阻水能力方面分析,认为-380石门过刘桥断层是安全的,对同类条件下巷道过大型断层具有一定的参考价值。
4) Liuqiao No.1 coalmine
刘桥一矿
1.
Based on factual information of 8 subsided columns found from the beginning of Liuqiao No.
根据刘桥一矿1971年建井至今发现的8个陷落柱实际资料,通过对揭露陷落柱的地质、水文地质及分布特征的分析,阐述了陷落柱发育的根基所在,对陷落柱发育规律及成因进行了探讨,对于含水陷落柱的注浆封堵、留设保护煤岩柱,以及本矿矿井的深部开采都具有借鉴意义。
5) Liuqiao mining area
刘桥矿区
1.
Research on the characteristics of the environmental isotope of the groundwater in Liuqiao mining area;
刘桥矿区地下水环境同位素特征研究
2.
Analysis on water conductivity of multi period structural complex fault in Liuqiao mining area;
刘桥矿区多期构造复合断层导水性分析
6) Liuqiao No.2 Coal Mine
刘桥二矿
1.
Study on mechanism of water inrush from the 7th water bearing bed(Qihan) in Liuqiao No.2 Coal Mine,Huaibei;
淮北刘桥二矿七含涌(突)水机理研究
补充资料：刘家大院
刘家大院：位于泽州县李寨乡陟椒村。原有18院，现存13院，为清代所建，多为一进或二进院，青石墁地，院落形制多为二层，院内正房通常为四梁八柱，木雕与砖雕都很精美，二层走廊全院相通。另外也有三层的，一层为门房或马房，二、三层住人。整体来看该民居布局合理，规模宏大。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条