抗滑桩耐久性寿命预测方法 |
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引用本文: | 易丽云,唐红梅,陈洪凯.抗滑桩耐久性寿命预测方法[J].中国地质灾害与防治学报,2009,20(3):94-99. |
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作者姓名: | 易丽云 唐红梅 陈洪凯 |
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作者单位: | [1]四川建筑职业技术学院,四川德阳618000 [2]重庆交通大学岩土工程研究所,重庆400074 |
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基金项目: | 重庆市重点自然科学基金 |
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摘 要: | 基于抗滑桩耐久性室内模型试验,提出了荷载及环境耦合作用下桩身混凝土中性化的时变模型;综合考虑混凝土强度等级、施工质量、库水位升降、外加剂及掺合料的影响,建立了混凝土中性化深度的预测模型;根据中性化残量的概念,从混凝土中性化及钢筋锈蚀两方面提出了库区内抗滑桩耐久性寿命的预测方法。
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关 键 词: | 抗滑桩 混凝土中性化 钢筋锈蚀 耐久寿命 预测方法 |
A method to predict anti-slide pile's durability lifespan |
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Institution: | YI Li-yun ,TANG Hong-mei, CHEN Hong-kai ( 1. Sichuan College of arghitegtural Technology, Deyang 400074, China; 2. Institute of Geotechnical Engineering, Chongqing Jiaotong University, Ch0ngqing 400074, China) |
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Abstract: | According to laboratory model tests on anti-slide pile's durability, a new time-varying model simulating concrete neutralization of pile body effected by acid-stress coupling is proposed. Taking concrete strength grade, construction quality, rising and drawdown of reservoir water level, admixture and mineral admixture into account, the author established a prediction model of concrete neutralization depth. By applying the theory of neutralization remains, the author proposed a method to predict anti-slide pile' s durability lifespan in reservoir area based on the concrete neutralization and reinforcement corrosion. |
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Keywords: | anti-slide pile neutralization of concrete reinforcement corrosion durability lifespan pridition method |
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