[1] 中国地震局.中国地震动参数区划图: GB 18306－2015 [S].北京: 中国建筑工业出版社, 2015.

China Seismological Bureau.Seismic ground motion parameter zonation map of China: GB 18306－2015 [S].Beijing: China Architecture& Building Press, 2015.
[2] 中华人民共和国住房和城乡建设部.建筑抗震设计规范: GB 50011－2010(2016版) [S].北京: 中国建筑工业出版社, 2016.

Ministry of Housing and Urban-Rural Construction of the People's Republic of China.Code for seismic design of buildings: GB 50011－2010(2016版) [S].Beijing: China Architecture& Building Press, 2016.
[3] 国家能源局.陆上风电场工程风电机组基础设计规范: NB/T 10311－2019 [S].北京: 中国水电水利出版社, 2020.

National Energy Administration.Code for design of wind turbine foundations for onshore wind power projects: NB/T 10311－2019 [S].Beijing: China Hydropower and Water Conservancy Press, 2020.
[4] 王斯伟, 白宝华, 潘启科, 等.圆形扩展式风机基础体型优化设计研究 [J].云南电力技术, 2019, 47(5): 86-89.DOI:  10.3969/j.issn.1006-7345.2019.05.023.

WANGS W, BAIB H, PANQ K, et al.Research on optimization design of basic shape of circular extended wind turbine foundation [J].Yunnan Electric Power, 2019, 47(5): 86-89.DOI:  10.3969/j.issn.1006-7345.2019.05.023.
[5] 中华人民共和国住房和城乡建设部.建筑地基基础设计规范: GB 50007－2011 [S].北京: 中国建筑工业出版社, 2011.

Ministry of Housing and Urban-Rural Construction of the People's Republic of China.Code for design of building foundation: GB 50007－2011 [S].Beijing: China Architecture& Building Press, 2011.
[6] 杨涛.超长混凝土框架结构温度应力及其裂缝的数值分析 [D].杭州: 浙江大学, 2012.

YANGT.Numerical analysis of temperature stress and cracks in super-long concrete structure [D].Hangzhou: Zhejiang University, 2012.
[7] 中华人民共和国住房和城乡建设部.混凝土结构设计规范: GB 50010－2010(2015版) [S].北京: 中国建筑工业出版社, 2011.

Ministry of Housing and Urban-Rural construction of the People's Republic of China.Code for design of concrete structures: GB 50010－2010(2015) [S].Beijing: China Architecture & Building Press, 2011.
[8] 郑阳.结构抗连续倒塌关键构件的评价方法及敏感性分析 [D].杭州: 浙江大学, 2013.

ZHENGY.A study of critical element of the structure during the progressive collapse and sensitivity analysis [D].Hangzhou: Zhejiang University, 2013.
[9] 陈小平.基于摩尔库伦准则的岩石地基极限承载力研究 [J].地下空间与工程学报, 2016, 12(2): 95-98.

CHENX P.Study on the ultimate bearing capacity of rock foundation based on Mohr-Columb Criterion [J].Chinese Journal of Underground Space and Engineering, 2016, 12(2): 95-98.
[10] 刘一新, 雷勇, 邓家政, 等.岩石地基极限承载力的计算 [J].湖南城市学院学报(自然科学版), 2019, 28(1): 1-5.DOI:  10.3969/j.issn.1672-7304.2019.01.0001.

LIUY X, LEIY, DENGJ Z, et al.Calculation of ultimate bearing capacity of rock foundation [J].Journal of Hunan City University, 2019, 28(1): 1-5.DOI:  10.3969/j.issn.1672-7304.2019.01.0001.
[11] 李晓.后张法装配式预应力桥墩抗震性能研究 [D].哈尔滨: 哈尔滨工业大学, 2019.

LIX.Study on seismic performance of post tensioned prefabricated prestressed pier [D].Harbin: Harbin Institute of Technology, 2019.
[12] 郑培鑫.地基稳定性的分区与分步耦合分析及有限元二次开发 [D].广州: 华南理工大学, 2019.

ZHENGP X.Zonal and step coupling analysis of foundation stability and secondary development of finite element method [D].Guangzhou: South China University of Technology, 2019.