| 地震力对公路边坡工程影响的理论分析 |
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| 引用本文： | 丁静声,罗杰.地震力对公路边坡工程影响的理论分析[J].交通标准化,2010(7):49-52. |
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| 作者姓名： | 丁静声 罗杰 |
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| 作者单位： | 重庆交通大学土木建筑学院,重庆,400074 |
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| 摘 要： | 我国公路工程边坡震害严重，通过对地震给边坡施加的横向与竖向地震力的理论分析，确定动力下边坡最不利受力点，并通过统计研究，得出造成边坡崩塌的最小震级和最小烈度，可为边坡工程抗震设计提供一定的理论支持。
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| 关 键 词： | 横向地震力 竖向地震力 震级 烈度 边坡 |
Theoretical Analysis of Earthquake Force Influence on Highway Slope Engineering |
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| DING Jing-sheng,LUO Jie.Theoretical Analysis of Earthquake Force Influence on Highway Slope Engineering[J].Communications Standardization,2010(7):49-52. |
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| Authors: | DING Jing-sheng LUO Jie |
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| Institution: | School of Civil Engineering & Architecture/a>;Chongqing Jiaotong University/a>;Chongqing 400074/a>;China |
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| Abstract: | The earthquake damage of highway slope is serious.Through the theoretical analysis of lateral and longitudinal earthquake force,the most unfavorable force point is found.By statistical research,the least earthquake scale and intensity causing slope sliding is deduced.It can provide theoretical support for slope engineering earthquake-resistance design. |
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| Keywords: | lateral earthquake force longitudinal earthquake force earthquake scale intensity slope |
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