考虑锚索腐蚀性能退化的边坡可靠度分析

蒋水华,魏博文,李聪

长江科学院院报 ›› 2017, Vol. 34 ›› Issue (3) : 90-95.

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长江科学院院报 ›› 2017, Vol. 34 ›› Issue (3) : 90-95. DOI: 10.11988/ckyyb.20151043
岩土工程

考虑锚索腐蚀性能退化的边坡可靠度分析

  • 蒋水华1,魏博文1,李聪2
作者信息 +

Slope Reliability Analysis Considering Corrosion-induced Degradation of Cables’ Performance

  • JIANG Shui-hua1,WEI Bo-wen1,LI Cong2
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文章历史 +

摘要

锚索因材料腐蚀引起性能退化对高边坡稳定具有重要的影响。为识别锚索腐蚀条件下的2种典型破坏模式,建立了相应的锚索锚固力时变模型。以锦屏一级左岸坝肩边坡代表性的Ⅱ1-Ⅱ1剖面为例,探讨了边坡开挖至1 780 m高程时3层抗剪洞和预应力锚索全部生效后3种工况下左岸坝肩边坡稳定性及可靠度的演化规律。结果表明:预应力锚索腐蚀作用对边坡稳定性及可靠度均具有重要的影响,锚索服役前期(120 a)边坡安全系数和失效概率变化相对较小,后期安全系数和失效概率变化幅度急剧增大,边坡稳定性条件迅速恶化。因此需要定期对处于腐蚀环境中在役预应力锚索等锚固结构进行合理的维护。此外,边坡可靠度分析有效地考虑了岩体及结构面力学参数变异性及互相关性对边坡稳定性的影响。

Abstract

Degradation of pre-stressed cable’s performance caused by corrosion has significant effect on slope stability. In this research, two typical failure modes of pre-stressed cables in the presence of corrosion are identified, and the corresponding time-dependent anchored force models are established. The representative section Ⅱ1-Ⅱ1of abutment slope at the left bank of Jinping I-stage Hydropower Station is taken as an example to illustrate the time-dependent slope stability and reliability of the slope excavated to elevation 1780 m and reinforced with three shear-resistant concrete plugs and pre-stressed cables under three conditions. Results indicate that the corrosion of pre-stressed cables has significant effect on both the stability and reliability of anchored slope. In the early stage (the first 120 years) of cable’s service life, the variations in the factor of safety and probability of slope failure are relatively small; whereas in the later stage, the variations increased sharply and the stability condition deteriorates rapidly. Hence, reasonable periodical maintenance is required for the in-service anchored structures such as pre-stressed cables subject to corrosive underground environments. In addition, the influences of variabilities and cross-correlations of shear strength parameters of rock masses and structural planes on the slope stability can be effectively accounted for in the slope reliability analysis.

关键词

预应力锚索 / 锚索腐蚀性能 / 锦屏一级水电站 / 锚固边坡 / 可靠度

Key words

pre-stressed cable / cable corrosion / Jinping I-stage Hydropower Station / anchored slope / reliability

引用本文

导出引用
蒋水华,魏博文,李聪. 考虑锚索腐蚀性能退化的边坡可靠度分析[J]. 长江科学院院报. 2017, 34(3): 90-95 https://doi.org/10.11988/ckyyb.20151043
JIANG Shui-hua,WEI Bo-wen,LI Cong. Slope Reliability Analysis Considering Corrosion-induced Degradation of Cables’ Performance[J]. Journal of Changjiang River Scientific Research Institute. 2017, 34(3): 90-95 https://doi.org/10.11988/ckyyb.20151043
中图分类号: P642.2   

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基金

国家自然科学基金项目(51509125,51409138,51309025);长江科学院开发研究基金项目(CKWV2015222/KY);岩土力学与工程国家重点实验室资助课题(Z016014);水工岩石力学教育部重点实验室开放基金项目(RMHSE1505)

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