某核岛地基沉降分析与计算

郑文棠; 程小久; 郑文棠; 程小久

doi:10.16516/j.gedi.issn2095-8676.2015.04.021

[1]

郑文棠，徐晓斌，张敏. 中硬土及软岩厂址勘察技术研究报告 [R]. 广东省电力设计研究院，2013.

[2]

NUREG-0800.审查核电厂安全分析报告的标准审查大纲[S]. 美国核管理委员会核反应堆管理局.

NUREG-0800. Standard Review Plan for the Review of Safety Analysis Reports for Nuclear Power Plants: LWR Edition Site Characteristics and Site Parameters[S]. U. S. NRC.

[3]

核设施厂址评价安全规定[S]. 国家环境保护总局核与辐射安全中心，2006.

NS-R-3, Site Evaluation for Nuclear Installations [S]. International Atomic Energy Agency, 2003.

[4]

HAD 102/12,核安全导则汇编—核电厂的地基安全问题[S]. 国家核安全局.

NS-G-3.6, Geotechnical Aspects of Site Evaluation and Foundations for Nuclear Power Plants [S]. International Atomic Energy Agency, 2004.

[5]

GB 50267-201x,核电厂抗震设计规范(征求意见版) [S].

GB 50267-201x, Code for Seismic Design of Nuclear Power Plants [S].

[6]

United States Army Corps of Engineers. Rock Foundations[R]. EM1110-1-2908.

[7]

United States Army Corps of Engineers. Settlement Analysis[R]. EM1110-1-1904.

[8]

美国西屋公司. AP-1000设计控制文件(第18版) [R]. 2012.

Westinghouse Electric Corp. AP1000 Design Control Document(Ver. 18) [R]. 2012.

[9]

太沙基，佩克，梅西. 工程实用土力学 [M]. 威立出版社，1996.

TERZAGHI K, PECK R B, MESRI G. Soil Mechanics in Engineering Practice [M]. Wiley, 1996.

[10]

鲍尔斯. 基础工程分析与设计 [M]. 威立出版社，1982.

BOWLES J E. Foundation Analysis and Design [M]. Wiley, 1982.

[11]

PECK R B. Foundation Engineering [M]. Wiley, 1953.

[12]

尹健民，艾凯，刘元坤，等. 钻孔弹模法评价小湾水电站坝基岩体卸荷特征 [J]. 长江科学院院报，2006, 23(4):44-46.

YIN Jianmin, AI Kai, LIU Yuankun, et al. Unloading Characteristic Valuation of Xiaowan Hydropowerstations Foundation Rock Mass by Borehole Elasticity Modulus Method [J]. Journal of Yangtze River Scientific Research Institute, 2006, 23(4):44-46.

[13]

Waste Control Specialists LLC. Evaluation of Structural Stability of Disposal Units by Numerical Modeling with FLAC [R]. Appendix 3.4-1: Low-level Radioactive Waste Disposal License Application, 2007.

[14]

孙锋，潘蓉，张顶立，等. 秦山一期海堤软土地基沉降规律的耦合分析 [J]. 核安全，2011, 4(4):18-22.

SUN Feng, PAN Rong, ZHANG Dingli, et al. Coupling Analysis on the Soft Ground Settlement Laws in Qinshan Nuclear Power Phase I Sea Wall Project [J]. Nuclear Safety, 2011, 4(4):18-22.

[15]

刘浩. 重庆市涪陵核电厂厂区边坡稳定性研究[D]. 成都理工大学，2012.

[16]

郑文棠. 核电厂高边坡抗震验算和加固设计[J]. 岩石力学与工程学报，2013, 32(Supp2):3691-3971.

ZHENG Wentang. Antiseismic Stability Analysis And Reinforcing Design Of Nuclear Power Plant High Slopes [J]. Chinese Journal of Rock Mechanics and Engineering, 2013, 32(Supp2):3691-3971.

[17]

吕涛，杨球玉，耿学勇，等. 岩石坚硬程度对核电厂地基—基础地震响应特征的影响分析 [J]. 岩土力学，2010,04:1319-1325.

LÜ Tao, YANG Qiuyu, GENG Xueyong, et al. Study of Influence of Rock Hardness on Characteristic of Seismic Response of Bedrock-foundation of Nuclear Power Plants [J]. Rock and Soil Mechanics, 2010, 31(4):1319-1325.

[1]	郑文棠，徐晓斌，张敏. 中硬土及软岩厂址勘察技术研究报告 [R]. 广东省电力设计研究院，2013.
[2]	NUREG-0800.审查核电厂安全分析报告的标准审查大纲[S]. 美国核管理委员会核反应堆管理局. NUREG-0800. Standard Review Plan for the Review of Safety Analysis Reports for Nuclear Power Plants: LWR Edition Site Characteristics and Site Parameters[S]. U. S. NRC.
[3]	核设施厂址评价安全规定[S]. 国家环境保护总局核与辐射安全中心，2006. NS-R-3, Site Evaluation for Nuclear Installations [S]. International Atomic Energy Agency, 2003.
[4]	HAD 102/12,核安全导则汇编—核电厂的地基安全问题[S]. 国家核安全局. NS-G-3.6, Geotechnical Aspects of Site Evaluation and Foundations for Nuclear Power Plants [S]. International Atomic Energy Agency, 2004.
[5]	GB 50267-201x,核电厂抗震设计规范(征求意见版) [S]. GB 50267-201x, Code for Seismic Design of Nuclear Power Plants [S].
[6]	United States Army Corps of Engineers. Rock Foundations[R]. EM1110-1-2908.
[7]	United States Army Corps of Engineers. Settlement Analysis[R]. EM1110-1-1904.
[8]	美国西屋公司. AP-1000设计控制文件(第18版) [R]. 2012. Westinghouse Electric Corp. AP1000 Design Control Document(Ver. 18) [R]. 2012.
[9]	太沙基，佩克，梅西. 工程实用土力学 [M]. 威立出版社，1996. TERZAGHI K, PECK R B, MESRI G. Soil Mechanics in Engineering Practice [M]. Wiley, 1996.
[10]	鲍尔斯. 基础工程分析与设计 [M]. 威立出版社，1982. BOWLES J E. Foundation Analysis and Design [M]. Wiley, 1982.
[11]	PECK R B. Foundation Engineering [M]. Wiley, 1953.
[12]	尹健民，艾凯，刘元坤，等. 钻孔弹模法评价小湾水电站坝基岩体卸荷特征 [J]. 长江科学院院报，2006, 23(4):44-46. YIN Jianmin, AI Kai, LIU Yuankun, et al. Unloading Characteristic Valuation of Xiaowan Hydropowerstations Foundation Rock Mass by Borehole Elasticity Modulus Method [J]. Journal of Yangtze River Scientific Research Institute, 2006, 23(4):44-46.
[13]	Waste Control Specialists LLC. Evaluation of Structural Stability of Disposal Units by Numerical Modeling with FLAC [R]. Appendix 3.4-1: Low-level Radioactive Waste Disposal License Application, 2007.
[14]	孙锋，潘蓉，张顶立，等. 秦山一期海堤软土地基沉降规律的耦合分析 [J]. 核安全，2011, 4(4):18-22. SUN Feng, PAN Rong, ZHANG Dingli, et al. Coupling Analysis on the Soft Ground Settlement Laws in Qinshan Nuclear Power Phase I Sea Wall Project [J]. Nuclear Safety, 2011, 4(4):18-22.
[15]	刘浩. 重庆市涪陵核电厂厂区边坡稳定性研究[D]. 成都理工大学，2012.
[16]	郑文棠. 核电厂高边坡抗震验算和加固设计[J]. 岩石力学与工程学报，2013, 32(Supp2):3691-3971. ZHENG Wentang. Antiseismic Stability Analysis And Reinforcing Design Of Nuclear Power Plant High Slopes [J]. Chinese Journal of Rock Mechanics and Engineering, 2013, 32(Supp2):3691-3971.
[17]	吕涛，杨球玉，耿学勇，等. 岩石坚硬程度对核电厂地基—基础地震响应特征的影响分析 [J]. 岩土力学，2010,04:1319-1325. LÜ Tao, YANG Qiuyu, GENG Xueyong, et al. Study of Influence of Rock Hardness on Characteristic of Seismic Response of Bedrock-foundation of Nuclear Power Plants [J]. Rock and Soil Mechanics, 2010, 31(4):1319-1325.