Seismic Response of Geosynthetic Reinforced Soil Retaining Walls: Influence of Facing Panel Properties

Castorina Silva Vieira; Maria Lurdes Lopes; Laura Caldeira

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Seismic Response of Geosynthetic Reinforced Soil Retaining Walls: Influence of Facing Panel Properties

机译：土工合成材料加筋土挡墙的地震响应：面板性能的影响

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The paper presents a numerical study carried out to analyse the influence of the facing panel properties on the seismic response of a 6 m high geosynthetic reinforced soil retaining wall with continuous facing panel. The effect of the restraining condition at the toe of the facing panel and its bending stiffness are analysed. The lateral displacements and the reinforcement tensile loads at the end of construction and after a potential earthquake are analysed and compared. The numerical analyses showed that the facing panel bending stiffness has a significant influence on the pattern of lateral displacements and on reinforcement tensile loads.

机译：本文进行了数值研究，以分析面板特性对连续面板的6 m高土工合成加筋土挡土墙地震响应的影响。分析了面板脚趾处约束条件的影响及其弯曲刚度。分析并比较了施工结束时和潜在地震后的横向位移和钢筋的拉伸载荷。数值分析表明，饰面板的弯曲刚度对侧向位移模式和钢筋拉伸载荷有很大影响。

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来源
《Journal of Civil Engineering and Science》 |2012年第4期|共5页
作者
Castorina Silva Vieira; Maria Lurdes Lopes; Laura Caldeira;
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中图分类一般工业技术;
关键词
GeosyntheticsReinforced Soil Retaining WallsFacing Panel StiffnessNumerical ModellingSeismic Loading;

机译：土工合成材料加筋土挡墙面对面板刚度数值模拟地震荷载;

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专利

1. Simplified approach for assessing seismic displacements of soil-retaining walls. Part II: Geosynthetic-reinforced walls with rigid panel facing [J] . C.-C. Huang and S.-H. Wu Geosynthetics International . 2007,第5期

机译：评估挡土墙地震位移的简化方法。第二部分：刚性面板的土工合成材料加筋墙
2. The influence of facing stiffness on the performance of two geosynthetic reinforced soil retaining walls [J] . Bathurst Richard J., Vlachopoulos Nicholas, Walters Dave L., Canadian Geotechnical Journal . 2006,第12期

机译：饰面刚度对两种土工加筋土挡土墙性能的影响
3. Seismic responses of the steel-strip reinforced soil retaining wall with full-height rigid facing from shaking table test [J] . CAO Li-cong, FU Xiao, WANG Zhi-jia, 山地科学学报（英文版） . 2018,第005期

机译：振动台试验对全高刚度钢带加筋土挡土墙的地震响应
4. Numerical Analysis of Working Properties and Inquiry of Design Method on Geosynthetic-Reinforced Soil Retaining Walls (GRS-RWs) with Rigid Facings [C] . W.-L. ZOU, X.-Q. WANG, N. XIE, Design and practice of geosynthetic-reinforced soil structures . 2013

机译：刚性面板土工加筋土挡墙工作特性数值分析及设计方法探讨
5. Finite element analysis of geosynthetic reinforced soil retaining walls subjected to seismic loading. [D] . Belal, Adel Mahmoud. 1997

机译：地震作用下土工加筋土挡墙的有限元分析。
6. Borate-Rhamnogalacturonan II Bonding Reinforced by Ca2+ Retains Pectic Polysaccharides in Higher-Plant Cell Walls [O] . Masaru Kobayashi, Hironobu Nakagawa, Tomoyuki Asaka, 1999

机译：硼酸酯-鼠李糖半乳糖醛酸二键的增强 Ca2 +在高等植物细胞中保留果胶墙
7. THE F. E. M. ANALYSIS AND EXECUTION OF USED CLAY GEOSYNTHETIC-REINFORCED SOIL RETAINING WALL WITH RIGID FACING ON THE SOFT GROUND [O] . Kenichi KOJIMA, Masaru TATEYAMA, Osamu MARUYAMA, 1994

机译：F. E. M.使用刚性面向软磨实的粘土地球合式油钢筋土壤挡土墙的分析与执行
8. Long-Term Field Performance of Geosynthetic-Reinforced Soil Retaining Walls [R] . Crouse, P. E., Wu, J. T. H. 1996

机译：土工合成材料加筋土挡墙的长期现场性能

Seismic Response of Geosynthetic Reinforced Soil Retaining Walls: Influence of Facing Panel Properties

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