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核安全边坡与一般边坡地震力计算对比分析

陈立伟

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文章导航 > 地质力学学报  > 2014 >  20(2): 140-148
陈立伟, 2014. 核安全边坡与一般边坡地震力计算对比分析. 地质力学学报, 20 (2): 140-148.
引用本文: 陈立伟, 2014. 核安全边坡与一般边坡地震力计算对比分析. 地质力学学报, 20 (2): 140-148.
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CHEN Li-wei, 2014. COMPUTATION COMPARISON BETWEEN THE EARTHQUAKE FORCE OF SAFETY RELATED SLOPE AND THAT OF COMMON SLOPE. Journal of Geomechanics, 20 (2): 140-148.
Citation: CHEN Li-wei, 2014. COMPUTATION COMPARISON BETWEEN THE EARTHQUAKE FORCE OF SAFETY RELATED SLOPE AND THAT OF COMMON SLOPE. Journal of Geomechanics, 20 (2): 140-148.
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核安全边坡与一般边坡地震力计算对比分析

  • 中国核电工程有限公司, 北京 100840

详细信息
    作者简介:

    陈立伟（1978-），男，河南省扶沟县人，高级工程师，主要研究方向核电厂岩土工程勘察与设计、厂址选址与评价等。E-mail：clw5070@163.com

  • 中图分类号: P315.9

COMPUTATION COMPARISON BETWEEN THE EARTHQUAKE FORCE OF SAFETY RELATED SLOPE AND THAT OF COMMON SLOPE

  • Chnica Nuclear Power Engineering Co. Ltd., Beijing 100840, China

    摘要
  • 摘要: 通过建立理论模型和公式推导，对比分析了核安全相关边坡与一般边坡对地震力的考虑差异，指出了现行核电厂抗震设计规范对边坡地震力计算规定不足之处，并提出了建议，为规范修订提供了依据。

     

    Abstract: On the basis of theoretic model and deduced formulas, the earthquake forces difference between the safety related slope and that of common slope were compared, and some deficiencies of the specification on the earthquake force computation in the current standard for seismic design of nuclear power plant were stated briefly. Then some recommendations were presented, which could be reference for the revise of the standard.

     

    • HTML全文

  • 图  1  边坡稳定系数计算示意图

    Figure  1.  Figure for the slope stable factor computation

    下载: 全尺寸图片 幻灯片

    图  2  非均匀分布地震力求解模型

    Figure  2.  Computation model for the seismic force of nonuniformity distribution

    下载: 全尺寸图片 幻灯片

    表  1  边坡动态分布系数αi

    Table  1.   Dynamic distribution coefficient αi of slope

    坡高H≤40 m 坡高H>40 m
    下载: 导出CSV
    • 参考文献(20)
  • [1] 中华人民共和国建设部. GB 50267-97核电厂抗震设计规范[S]. 北京: 中国计划出版社, 1998.

    Ministry of Construction of the People's Republic of China. GB 50267-97 Code for seismic design of nuclear power plants[S]. Beijing: Chinese Planning Press, 1998.
    [2] 中华人民共和国水利部. SL 386-2007水利水电工程边坡设计规范[S]. 北京: 中国水利水电出版社, 2007.

    Ministry of Water Resources of the People's Republic of China. SL 386-2007 Design code for engineering slopes in water resources and hydropower projects [S]. Beijing: Chinese Water Power Press, 2007.
    [3] 中华人民共和国水利部. DL5073-2000水工建筑物抗震设计规范[S]. 北京: 中国电力出版社, 2001.

    Ministry of Water Resources of the People's Republic of China. DL 5073-2000 Specifications for seismic design of hydraulic structures [S]. Beijing: China Electric Power Press, 2001.
    [4] 朱伯芳.关于水工建筑物抗震设计的几点思考[J].水利水电技术, 2010, 41(9):31~35. http://www.cnki.com.cn/Article/CJFDTOTAL-SJWJ201009007.htm

    ZHU Bo-fang. Some thoughts on the design of hydraulic structures under earthquake loading[J]. Water Resources and Hydropower Engineering, 2010, 41(9): 31~35. http://www.cnki.com.cn/Article/CJFDTOTAL-SJWJ201009007.htm
    [5] 蒋溥, 戴丽思.工程地震学[M].北京:地震出版社, 1993.

    JIANG Fu, DAI Li-si. Engineering seismology[M]. Beijing: Seismological Publishing House, 1993.
    [6] 中华人民共和国住房和城乡建设部. GB 50011-2010建筑抗震设计规范[S]. 北京: 中国建筑工业出版社, 2010.

    Ministry of Housing and Urban-Rural Development of the People's Republic of China. GB 50011-2010 Code for seismic design of buildings[S]. Beijing: China Architecture and Building Press, 2010.
    [7] 国家质量技术监督局. GB 18306-2001中国地震动参数区划图[S]. 北京: 中国标准出版社, 2001.

    State Quality and Technology Supervision Bureau. GB 18306-2001 Seismic ground motion parameter zonation map of China[s]. Beijing: China Standard Press, 2001.
    [8] 姚令侃, 冯俊德, 杨明.汶川地震路基震害分析及对抗震规范改进的启示[J].西南交通大学学报, 2009, 44(3):301~311. http://www.cnki.com.cn/Article/CJFDTOTAL-XNJT200903003.htm

    YAO Ling-kan, FENG Jun-de, YANG Ming. Damage analysis of subgrade engineering in Wenchuan earthquake and recommendations for improving seismic design code[J]. Journal of Southwest Jiaotong University, 2009, 44(3): 301~311. http://www.cnki.com.cn/Article/CJFDTOTAL-XNJT200903003.htm
    [9] 邱燕玲, 姚令侃, 秦伟.汶川地震路基挡墙震害特征分析[J].重庆交通大学学报:自然科学版, 2010, 29(4):576~581. http://www.cnki.com.cn/Article/CJFDTOTAL-CQJT201004022.htm

    QIU Yan-ling, Yao Ling-kan, QIN Wei. Characteristic analysis of the damaged retaining wall in Wenchuan earthquake[J]. Journal of Chongqing Jiaotong University: Natural Science, 2010, 29(4): 576~581. http://www.cnki.com.cn/Article/CJFDTOTAL-CQJT201004022.htm
    [10] 中华人民共和国建设部. GB 50111-2006铁路工程抗震设计规范[S]. 北京: 中国计划出版社, 2006.

    Ministry of Construction of the People's Republic of China. GB 50111-2006 Code for seismic design of railway engineering[S]. Beijing: Chinese Planning Press, 2006.
    [11] 中华人民共和国交通部. JTJ 004-1989公路工程抗震设计规范[S]. 北京: 人民交通出版社, 1989.

    Ministry of Transport of the People's Republic of China. JTJ 004-1989 Specification of earthquake resistant design for highway engineering[S]. Beijing: China Communications Press, 1989.
    [12] 杨雪莲, 周永江, 吴事贵, 等.汶川地震区公路挡墙破坏分析及设计中有关问题的探讨[J].资源环境与工程, 2009, 23(增刊):85~87. http://www.cnki.com.cn/Article/CJFDTOTAL-HBDK2009S1024.htm

    YANG Xue-lian, ZHOU Yong-jiang, WU Shi-gui, et al. Analysis on the failure of retaining wall in Wenchuan earthquake and discussion of related problems in design[J]. Resources Environment and Engineering, 2009, 23(Supp.): 85~87. http://www.cnki.com.cn/Article/CJFDTOTAL-HBDK2009S1024.htm
    [13] 周德培, 张建经, 汤涌.汶川地震中道路边坡工程震害分析[J].岩石力学与工程学报, 2010, 29(3):565~576. http://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201003019.htm

    Zhou Depei, Zhang Jianjing, Tang Yong. Seismic damage analysis of road slopes in Wenchuan earthquake[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(3): 565~576. http://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201003019.htm
    [14] 周建平, 李昇.汶川地震灾区水电工程震损调查及抗震复核工作简介[J].水力发电, 2008, 34(11):1~4. doi: 10.3969/j.issn.0559-9342.2008.11.001

    ZHOU Jian-ping, LI Sheng. Analysis of hydropower project survey and anti-earthquake recheck in the Wenchuan earthquake-stricken zone[J]. Water Power, 2008, 34(11): 1~4. doi: 10.3969/j.issn.0559-9342.2008.11.001
    [15] 周建平, 杨泽艳, 范俊喜, 等.汶川地震灾区大中型水电工程震损调查及主要成果[J].水力发电, 2009, 35(5):1~5. http://www.cnki.com.cn/Article/CJFDTOTAL-SLFD200905002.htm

    ZHOU Jian-ping, YANG Ze-yan, FAN Jun-xi, et al. Seismic damage investigation on large and medium sized hydropower projects in Wenchuan earthquake area[J]. Water Power, 2009, 35(5): 1~5. http://www.cnki.com.cn/Article/CJFDTOTAL-SLFD200905002.htm
    [16] 李福云, 杨泽艳.汶川地震灾区大中型水电工程大坝震损分析[J].水力发电, 2010, 36(3):47~50. http://www.cnki.com.cn/Article/CJFDTOTAL-SLFD201003018.htm

    LI Fu-yun, YANG Ze-yan. Seismic damage analysis on large and medium-sized hydropower project in Wenchuan earthquake-stricken area[J]. Water Power, 2010, 36(3): 47~50. http://www.cnki.com.cn/Article/CJFDTOTAL-SLFD201003018.htm
    [17] 张楚汉, 金峰, 潘坚文, 等.论汶川地震后我国高坝抗震标准问题[J].水利水电技术, 2009, 40(8):74~79. http://www.cnki.com.cn/Article/CJFDTOTAL-SJWJ200908029.htm

    ZHANG Chu-han, JIN Feng, PAN Jian-wen, et al. On seismic fortification criteria after Wenchuan earthquake for high dam in China[J]. Water Resources and Hydropower Engineering, 2009, 40(8): 74~79. http://www.cnki.com.cn/Article/CJFDTOTAL-SJWJ200908029.htm
    [18] 陈厚群. 汶川地震后的思考[EB/OL]. (2009-05-18). http://www.ctgpc.com.cn/news/view_info.php?mNewsId=33859.

    CHEN Hou-qun. Thought after Wenchuan earthquake[EB/OL]. (2009-05-18). http://www.ctgpc.com.cn/news/view_info.php?mNewsId=33859.
    [19] 韦凤年.分析总结汶川地震经验教训加紧组织水工抗震设计规范修订——访中国工程院院士陈厚群(灾后重建专题·专题访谈)[J].中国水利, 2008, (11):3~4. doi: 10.3969/j.issn.1000-1123.2008.11.003

    WEI Feng-nian. Analysis and summarizing of experiences and lessons of Wenchuan Earthquake and promoting timely the revise of hydrological seismic design codes: Visit CHEN Hou-qun, an academician of China Engineering Academy (Special topic after Wenchuan earthquake) [J]. China Water Resources, 2008, (11): 3~4. doi: 10.3969/j.issn.1000-1123.2008.11.003
    [20] 水电水利规划设计总院. 汶川地震灾区大中型水电工程震损调查与初步分析报告[R]. 北京: 水电水利规划设计总院, 2009.

    China Renewable Energy Engineering Institute. Report of seismic damage investigation and preliminary analysis on large and medium sized hydropower projects in Wenchuan earthquake area [R]. Beijing: China Renewable Energy Engineering Institute, 2009.
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  • 收稿日期:  2014-01-28
  • 刊出日期:  2014-06-28

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