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基于相对安全率的新型挡土墙安全系数标定

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[目的]为解决挡土墙设计中安全系数存在无法考虑土体参数不确定性影响的缺陷,进行新型挡土墙安全系数标定研究.[方法]通过结合相对安全率的定义和不确定分析方法,进行不确定性分析,得到可靠度指标相对安全率,并结合相对安全率的基本原理和新型挡土墙安全系数研究标定,最终得到新型挡土墙安全系数的标定值.[结果]结果表明,基于不确定性分析和相对安全率基本原理求得的抗倾稳定安全系数允许值为1.37,抗滑稳定安全系数允许值为1.39,与规范规定的安全系数标准值1.6存在一定差异.[结论]研究成果可为新型挡土墙安全系数标定提供思路.
Calibration of Safety Coefficient for New Type Retaining Wall Based on Ratio of Safety Margin
[Purposes]To solve the defect that the safety factor cannot consider the influence of soil pa-rameter uncertainty in the design of retaining wall,the calibration of safety factor of new retaining wall is studied.[Methods]By combining the definition of ratio of safety margin with uncertainty analysis meth-ods,uncertainty analysis is made to get the reliability ratio of safety margin.Utilizing the basic principles of safety coefficient,the safety factor for the novel retaining wall is calibrated,ultimately obtaining the calibrated value.[Findings]The results show that the ratio of safety margin for overturning stability and sliding stability,derived from uncertainty analysis and the basic principles of ratio of safety margin,are 1.37 and 1.39,respectively.These values exhibit certain discrepancies with the specified safety factor standard value of 1.6.[Conclusions]The analytical results presented herein can offer insights into the calibration of safety factors for novel retaining walls.

new type retaining wallsafety factor for overturning stabilityratio of safety margincalibra-tion of safety coefficient

涂垚成、张涵

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重庆市水利电力建筑勘测设计研究院有限公司,重庆 404100

中水北方勘测设计研究有限责任公司,天津 300000

新型挡土墙 抗倾稳定安全系数 相对安全率 安全系数标定

2024

河南科技
河南省科学技术信息研究院

河南科技

影响因子:0.615
ISSN:1003-5168
年,卷(期):2024.51(16)