|本期目录/Table of Contents|

[1]郭朝阳,唐治亚.某电厂灰渣库整体稳定性探讨[J].中国安全生产科学技术,2009,5(4):165-167.
 GUO Zhao yang,TANG Zhi ya.Discussion on overall stability of No.1 subsidiary dam in phase I project of ash pond dam in Yiyang electric power plant[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2009,5(4):165-167.
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某电厂灰渣库整体稳定性探讨()
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《中国安全生产科学技术》[ISSN:1673-193X/CN:11-5335/TB]

卷:
5
期数:
2009年4
页码:
165-167
栏目:
出版日期:
2009-08-31

文章信息/Info

Title:
Discussion on overall stability of No.1 subsidiary dam in phase I project of ash pond dam in Yiyang electric power plant
文章编号:
1673-193X(2009)-04-0165-03
作者:
郭朝阳唐治亚
湖南有色冶金劳动保护研究院
Author(s):
GUO ZhaoyangTANG Zhiya
Hunan colored metallurgy labor protection research institute
关键词:
灰渣库有效应力法稳定系数
Keywords:
ash pond dam effective stress method stability coefficient
分类号:
X936
DOI:
-
文献标志码:
A
摘要:
从物理力学参数的选取方面对某电厂灰渣库一期工程1号副坝的整体稳定性进行探讨,从中发现原有研究结果的偏差,并对坝体的整体稳定性作出了比较客观的结论,同时也通过对比总应力强度与有效应力强度指标的不同适用范围,提出了在灰渣坝(尾矿坝)的稳定性分析中应对其区别对待,以免出现不必要的错误,从而有效地指导灰渣库(尾矿库)的安全管理工作。
Abstract:
The overall stability of No. 1 subsidiary dam in phase I project of ash pond dam in Yiyang electric power plant was studied from the aspect of parameter selection of physical mechanics. The deviation in former study results was discovered, and the relatively objective results were made for the overall stability of dam body. At the same time, by comparing the different application scope of the total stress intensity and the effective stress intensity, it was suggested that the indexes should be treated differently in the stability analysis of ash pond dam to avoid unnecessary mistakes. It will effectively instruct the safety management work of ash pond dam (tailing pond).〖JP〗

参考文献/References:

[1] 程相华,有效应力强度指标与总应力强度指标之间的换算关系[J].重庆建筑大学学报,2001,(2)CHENG Xianghua,The actual stress intensity index and between the total stress intensity indexs conversion relates[J]. Chongqing Construction college newspaper, 2001,(2) [2] 孔祥国,有效应力与总应力强度及其指标的比较分析[J].西部探矿工程,2005,(5)KONG Xiangguo,The actual stress and the total stress intensity and target comparative analysis[J]. The west prospects the project, 2005,(5) [3] 田文旗,薛剑光, 尾矿库安全技术与管理[M],北京,煤炭工业出版社,2006,1TIAN Wenqi, XUE Jianguang, The debris storehouse safety work with manages[M], Beijing, The coal industry publishing house, 2006,1 [4] 秦华礼,马池香,水对尾矿坝稳定性的作用机理研究[J].金属矿山,2008,(10):116~118QIN Huali, MA Chixiang, The water studies to the debris dam stable action mechanism[J]. The metal mine, 2008,10,116~118 [5] 常士骠,张苏民等,工程地质手册(第四版)[Z].北京:中国建筑工业出版社,2007CHANG Shibiao, ZHANG Sumin, et al, Engineering geology handbook (the fourth edition)[Z]. Beijing, China Building industry Publishing house, 2007 

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 HE Bing-shun.Discussion and suggestions on static stability analysis of tailing dam[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2014,10(4):81.[doi:10.11731/j.issn.1673-193x.2014.10.013]

备注/Memo

备注/Memo:
收稿日期:2009-03-28作者简介:郭朝阳(1971-),工程师。
更新日期/Last Update: