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对载荷试验确定单桩竖向承载力安全水准问题的探讨 被引量:1
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作者 刘陕南 李镜培 +2 位作者 侯胜男 岳建勇 黄绍铭 《岩土工程学报》 EI CAS CSCD 北大核心 2010年第S2期582-585,共4页
依据对上海地区大量试桩资料的可靠度分析结果,对确定单桩竖向承载力不同方法的设计安全水准的现状进行分析,并进一步得出,由于载荷试验的变异性较小,采用载荷试验确定单桩承载力的可靠指标大于经验参数法和原位试验法。继而可见,与安... 依据对上海地区大量试桩资料的可靠度分析结果,对确定单桩竖向承载力不同方法的设计安全水准的现状进行分析,并进一步得出,由于载荷试验的变异性较小,采用载荷试验确定单桩承载力的可靠指标大于经验参数法和原位试验法。继而可见,与安全系数相比,采用可靠指标衡量设计安全水准更为合理;也方便不同方法之间设计安全水准的比较。 展开更多
关键词 可靠指标 设计安全水准 单桩竖向承载力 单桩静载荷试验
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Study of risk acceptance criteria for dams 被引量:3
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作者 LI ShouYi ZHOU XingBo +3 位作者 WANG YuJie ZHOU JianPing DU XiaoHu CHEN ZuYu 《Science China(Technological Sciences)》 SCIE EI CAS CSCD 2015年第7期1263-1271,共9页
This paper discusses the methods of establishing risk criteria for dams and reviews the application of dam risk criteria for individuals and societies in different countries or districts. Given the conditions in China... This paper discusses the methods of establishing risk criteria for dams and reviews the application of dam risk criteria for individuals and societies in different countries or districts. Given the conditions in China and considering the public safety and acceptance of dam risk, historical dam break data and current design standards, individual and societal risk criteria for dams are proposed. The tolerable dam risk criteria for individuals should be set to 10-5-10-7 per annum based on project scale, for ex- ample, approximately 1.0xl0 7 per annum, which corresponds to a reliability index of 4.2 based on a 100-year lifespan for a first-class or large project. The societal limit for risk tolerance for dams should be set to approximately 10-3-10-5 per annum, corresponding to the fatality range from 1 to 100 and be horizontally extended to 1000, and F-N curves are proposed. It was also found that the reliability indices of Chinese Standard (GB 50199-2013) and Eurocodel (2002) are different, but they have the same level of safety measured by the annual probability of failure. The research results have significance for establishing dam risk criteria. 展开更多
关键词 dam risk criteria acceptable risk annual probability of failure dam safety
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