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沿空留巷中充填体的强度控制
引用本文:付宝杰,徐金海,陈荣华. 沿空留巷中充填体的强度控制[J]. 黑龙江科技学院学报, 2006, 16(2): 85-87,91
作者姓名:付宝杰  徐金海  陈荣华
作者单位:中国矿业大学,理学院,江苏,徐州,221008
摘    要:根据岩层控力学原理计算充填体的强度,并根据具体的地质条件,在实验室进行配比实验,确定煤、水泥和水的合理配比为:2.34:1:0.81.工业性实验结果证明,沿空留巷技术充填效果较好,可满足安全生产需要.

关 键 词:沿空留巷  关键层  充填体
文章编号:1671-0118(2006)02-0085-03
收稿时间:2006-02-22
修稿时间:2006-02-22

Filled body''''s stress of gob-side entry retaining control
FU Baojie,XU Jinhai,CHEN Ronghua. Filled body''''s stress of gob-side entry retaining control[J]. Journal of Heilongjiang Institute of Science and Technology, 2006, 16(2): 85-87,91
Authors:FU Baojie  XU Jinhai  CHEN Ronghua
Affiliation:School of Science, China University of Mining and Technology, Xuzhou 221008, China
Abstract:Based on the key strata theory in rock's control,the paper presents an analysis of the breakage and movement regularity of the surrounding-rock,the calculation of the filled body's stress with the help of elastic-plastic mechanic theory,and the conclusion of the ration of coal cement water according to experiment.The successful study on the engineering practice not only verifies the feasibility of theory and technique of gob-side entry retaining in FCF,but also shows obvious economic and social benefits.
Keywords:gob-side entry retaining   key strata   filled body
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