岩土力学2016，Vol.37Issue(3)：893-901,911,10.DOI:10.16285/j.rsm.2016.03.035
有限数据条件下边坡可靠度分析的Bootstrap方法
A Bootstrap method for analyzing slope reliability based on limited shear-strength parameter data
摘要
关键词
边坡/可靠度/抗剪强度参数/概率分布函数/统计不确定性/Bootstrap方法Key words
slope/ reliability/ shear strength parameters/ probability distribution function/ statistical uncertainty/ Bootstrap method分类
建筑与水利引用本文复制引用
唐小松,李典庆,曹子君,周创兵,方国光..有限数据条件下边坡可靠度分析的Bootstrap方法[J].岩土力学,2016,37(3):893-901,911,10.基金项目
国家自然科学基金项目(No.51225903,No.51329901,No.51509188) （No.51225903,No.51329901,No.51509188）
湖北省自然科学基金项目(No.2014CFA001,No.2015CFB509).This work was supported by the National Natural Science Foundation of China (51225903,51329901,51509188) and the Natural Science Foundation of Hubei Province of China (2014CFA001,2015CFB509). （No.2014CFA001,No.2015CFB509）
