Dynamic calculation model and seismic response for slope protected by soil nailing under earthquake | |
Zhu Yan-peng![]() ![]() | |
2010-04-01 | |
发表期刊 | Yantu Lixue/Rock and Soil Mechanics
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ISSN | 10007598 |
卷号 | 31期号:4页码:1013-1022 |
摘要 | Corresponding to design method of highrise building aseismic design, the request of three levels aseismic fortification design and the design way of two stages are proposed for the slope protected by soil nailing. Considering seismic excitation property, soil property and slope height, occurring shear displacement under horizontal excitation, a simplified dynamic calculation model of soil nailing protected structures for the slope is proposed. Based on the hypothesis that the lateral displacement of the stability soil and instability soil is nearly in phase and the lateral interaction between them is ignored under horizontal excitation, the instability soil and the facing are treated as study object. Because the facing is flexible, its lateral displacement depends on the lateral displacement of instability soil. The soil nailing is served as the elastic supports. Under the condition of horizontal earthquake excitation the equation of vibration is established in accordance with being mentioned ahead; the analytical solutions are obtained for simple harmonic vibration. The soil nailing axial force response in the neighborhood of failure surface and elastic lateral displacement history can be obtained by this method. The method is applied to a case record for illustration of its capability; in order to verify the method 3-D nonlinear FEM (ADINA) is used to analyze the seismic performance of this case; the comparison of results, using the proposed approach and FEM shows good agreement. This method can be used the first stage aseismic fortification design and analysis of the slope protected by soil nailing. |
关键词 | Earthquakes Facings Seismic design Seismic response Seismic waves Stability Supports Vibration analysis Aseismic design Dynamic calculations Seismic Performance Slope Soil-nailing |
收录类别 | EI ; ESCI |
语种 | 中文 |
WOS研究方向 | Engineering |
WOS类目 | Engineering, Geological |
WOS记录号 | WOS:000410611800002 |
出版者 | Academia Sinica |
EI入藏号 | 20102112958155 |
EI主题词 | Soils |
EI分类号 | 402 Buildings and Towers ; 408 Structural Design ; 483.1 Soils and Soil Mechanics ; 484 Seismology ; 484.2 Secondary Earthquake Effects |
引用统计 | 无
|
文献类型 | 期刊论文 |
条目标识符 | https://ir.lut.edu.cn/handle/2XXMBERH/150248 |
专题 | 土木工程学院 |
通讯作者 | Zhu Yan-peng |
作者单位 | Lanzhou Univ Technol, Coll Civil Engn, Lanzhou 730050, Gansu, Peoples R China |
第一作者单位 | 土木工程学院 |
通讯作者单位 | 土木工程学院 |
第一作者的第一单位 | 土木工程学院 |
推荐引用方式 GB/T 7714 | Zhu Yan-peng,Dong Jian-hua. Dynamic calculation model and seismic response for slope protected by soil nailing under earthquake[J]. Yantu Lixue/Rock and Soil Mechanics,2010,31(4):1013-1022. |
APA | Zhu Yan-peng,&Dong Jian-hua.(2010).Dynamic calculation model and seismic response for slope protected by soil nailing under earthquake.Yantu Lixue/Rock and Soil Mechanics,31(4),1013-1022. |
MLA | Zhu Yan-peng,et al."Dynamic calculation model and seismic response for slope protected by soil nailing under earthquake".Yantu Lixue/Rock and Soil Mechanics 31.4(2010):1013-1022. |
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