| 坡形和加筋措施对地震响应影响的振动台模型实验研究 |
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| 引用本文： | 吴伟,姚令侃,陈强.坡形和加筋措施对地震响应影响的振动台模型实验研究[J].重庆交通大学学报(自然科学版),2008,27(5):689-694. |
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| 作者姓名： | 吴伟 姚令侃 陈强 |
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| 作者单位： | 1. 西南交通大学,土木工程学院,道路与铁道工程系,四川,成都,610031
2. 四川省交通厅,公路规划设计研究院,四川,成都,610041 |
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| 基金项目： | 国家自然科学基金，西部交通建设科技项目，西藏自治区交通厅科技项目 |
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| 摘 要： | 实施边坡工程地震性态控制设计方法的关键是揭示边坡土性、坡形对基岩地震动参数传递影响的规律。利用大型振动台分别进行了层状土与边坡模型的振动台对比实验、素土与铺设加筋材料的振动台对比实验。实验发现,与层状土对比,具有临空面的边坡对地震加速度峰值放大系数可增加约30%;素土与铺设加筋材料的层状土实验相比,后者对加速度峰值放大系数则可减小约20%;此外,还对地震作用下模型的动力特性进行了探讨,发现同一模型在重复实验后,土体损伤导致模型自振频率降低,此时土体对地震波表现出更强的放大效应。
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| 关 键 词： | 地震 坡形 加筋土 振动台 |
Study on Influence of Shape and Reinforced Measures on Seismic Response in Large-Scale Shaking Table Model Tests |
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| WU Wei,YAO Ling-kan,CHEN Qiang.Study on Influence of Shape and Reinforced Measures on Seismic Response in Large-Scale Shaking Table Model Tests[J].Journal of Chongqing Jiaotong University,2008,27(5):689-694. |
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| Authors: | WU Wei YAO Ling-kan CHEN Qiang |
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| Institution: | WU Wei1,YAO Ling-kan1,CHEN Qiang2(1.Depart.of Road & Railway Engineering,School of Civil Engineering,Southwest Jiaotong University,Sichuan Chengdu 610031,China,2.Institute of Highway Planning Survey & Design of SichuanCommunications Depart.,Sichuan Chengdu 610041,China) |
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| Abstract: | Revealing the influence of soil properties and slope shape on ground motion parameters of rock is the key to earthquake control design of slope engineering.The contrast test between slope model and layered soil model experiments through shaking table,as well as the contrast test between reinforced layered soil model and layered soil model are carried out.It is found that compared with layered soil,the amplitude magnification coefficient of seismic acceleration will increase by almost 30% in slope with free ... |
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| Keywords: | seismic slope reinforced measure shaking table |
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