[1] 国家发展和改革委员会. 核电中长期发展规划(2005~2020年)[M].北京,2007:7–9.(National Development and the Reform Committee. Long-term nuclear power development program(in 2005—2020)[M]. Beijing,2007:7–9.(in Chinese))
[2] 中华人民共和国国家标准编写组. GB 50267—97 核电厂抗震设计规范[S]. 北京:中国计划出版社,1998.(The National Standards Compilation Group of People′s Republic of China. GB 50267—97 Code for seismic design of nuclear power plants[S]. Beijing:Chinese Plan Press, 1998.(in Chinese))
[3] 田胜清,翟贵华. 核动力工程厂址选择专家系统[J]. 核工程研究与设计,1996,(18):3–8.(TIAN Shengqing,ZHAI Guihua. Introduction of nuclear power engineering site selection expert system[J]. Nuclear Engineering Research and Design,1996,(18):3–8.(in Chinese))
[4] 电力工业部规划计划司. 核电厂工程地质勘测规定(试行1996)[S]. 北京:中国电力出版社,1996.(Planning and Planning Department of Ministry of Power Industry. Regulation for geology engineering surveying of Nuclear Power Plant(try out,1996)[S]. Beijing:China Electric Power Press,1996.(in Chinese)).
[5] 中华人民共和国行业标准编写组. DL/T 5353—2006水电水利工程边坡设计规范[S]. 北京:中国电力出版社,2007.(The Professional Standards Compilation Group of People′s Republic of China. DL/T 5353—2006 Design specification for slope of hydropower and water conservancy project[S]. Beijing:China Electric Power Press,2007.(in Chinese)).
[6] 陈祖煜. 土质边坡稳定分析——原理、方法、程序[M]. 北京:中国水利水电出版社,2003:463–531.(CHEN Zhuyu. Analysis of soil slope stability—theory,methods and programs[M]. Beijing:China Water Power Press,2003:463–531.(in Chinese))
[7] 陈祖煜,汪小刚,杨 健,等. 岩质边坡稳定分析——原理、方法、程序[M]. 北京:中国水利水电出版社,2003:446–614.(CHEN Zhuyu,WANG Xiaogang,YANG Jian,et al. Rock slope stability analysis—theory,methods and programs[M]. Beijing:China Water Power Press,2003:446–614.(in Chinese))
[8] 李 敏. 岭澳核电工程38 m平台边坡处理[J]. 工业建筑,2005,(增1):613–614.(LI Min. Application of slope treatment technology in LingAo nuclear power station[J]. Industrial Construction,2005,(Supp.1):613–614.(in Chinese))
[9] 陈建峰,孙立川,石振明,等. 浙江三门核电厂人工高边坡稳定性评价[J]. 岩土力学,2005,26(增2):15–21.(CHEN Jianfeng,SUN Lichuan,SHI Zhenming,et al. Stability evaluation of high rocky slope of Zhejiang Sanmen nuclear power plant[J]. Rock and Soil Mechanics,2005,26(Supp.2):15–21.(in Chinese))
[10] 何宝石. 预应力锚索在高边坡的应用[J]. 电力勘测,2002,36(4):17–19.(HE Baoshi. Application of prestressed anchor rope in high slope[J]. Electric Power Survey,2002,36(4):17–19.(in Chinese))
[11] 高倚山,朱海骏,吴 建,等. 湖北核电厂岩质高边坡稳定性研究与工程设计方案[C]// 第3届全国水工岩石力学学术会议. 北京:中国水利出版社,2010:8.(GAO Qishan,ZHU Haijun,WU Jian,et al. Stability analysis and design of high rock slope at Hubei nuclear power plant[C]// Proceedings of the 3rd National Conference on Hydraulic Rock Mechanics. Beijing:China Water Power Press,2010:8.(in Chinese))
[12] 庄 云,万 波,谷晓曦,等. 吉林核电站厂址边坡稳定性分析[J]. 辽宁师范大学学报:自然科学版,2001,24(2):196–198.(ZHUANG Yun,WAN Bo,GU Xiaoxi,et al. Basalt site slope stability analysis of the Jilin nuclear power station[J]. Journal of Liaoning Normal University:Natural Science,2001,24(2):196–198.(in Chinese))
[13] SU S R,LI T L,MAO Y L,et al. The stability evaluation and design of the high slope at Lianyungang nuclear power station[J]. Chinese Journal of Rock Mechanics and Engineering,2000,19(1):101–106.
[14] 郑文棠,程小久. 核电厂边坡地震影响系数研究[J]. 华南地震,2010,30(增):36–43.(ZHENG Wentang,CHENG Xiaojiu. Studies on seismic influence coefficience of slopes near nuclear power plant[J]. South China Journal of Seismology,2010,30(Supp.):36–43.(in Chinese))
[15] 郑文棠,程小久,李焯芬,等. 核电厂边坡地震动力响应研究[J]. 岩石力学与工程学报,2011,30(增2):3 514–3 521.(ZHENG Wentang,CHENG Xiaojiu,LEE C F,et al. Research on seismic response analysis of slopes in nuclear power plant[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(Supp.2):3 514–3 521.(in Chinese))
[16] 古 迅. 核电工程地质(五)[J]. 工程地质学报,1996,4(3):91–96. (GU Xun. Engineering geology in the constructing of nuclear power plant(fifth)[J]. Journal of Engineering Geology,1996,4(3):91–96. (in Chinese))
[17] 张润明,郑文棠. 《核电厂常规岛设计规范》边坡专题报告[R]. 广州:广东省电力设计研究院,2012.(ZHANG Runming,ZHENG Wentang. Special report for slope provisions on nuclear power plant conventional island design codes[R]. Guangzhou:Guangdong Electric Power Design Institute,2012.(in Chinese))
[18] 周维垣,杨若琼,杨 强,等. 岩石力学的解析与数值模拟[C]// 王思敬主编. 中国岩石力学与工程——世纪成就. 南京:河海大学出版社,2004:357–386.(ZHOU Weiyuan,YANG Luoqiong,YANG Qiang,et al. Analytic methods and numerical simulation of rock mechanics[C]// WANG Sijing ed. Century Achievements of Rock Mechanics and Engineering in China. Nanjing:Hohai University Press,2004:357–386.(in Chinese))
[19] CUNDALL P A. A computer model for simulating progressive large scale movements in blocky rock systems[C]// Proceedings of the Symposium of the International Society for Rock Mechanics. Nancy,France:[s. n.],1971:2–8.
[20] 郑文棠,徐卫亚,童富果,等. 复杂边坡三维地质可视化和数值模型构建[J]. 岩石力学与工程学报,2007,26(8):1 633–1 644. (ZHENG Wentang,XU Weiya,TONG Fuguo,et al. Three- dimensional geological visualization and numerical modeling of complicate slope[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(8):
1 633–1 644.(in Chinese))
[21] 黄润秋,刘卫华,周江平,等. 滚石运动特征试验研究[J]. 岩土工程学报,2007,29(9):1 296–1 302.(HUANG Runqiu,LIU Weihua,ZHOU Jiangping,et al. Rolling tests on movement characteristics of rock blocks[J]. Chinese Journal of Geotechnical Engineering,2007,29(9):1 296–1 302.(in Chinese))