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A simplified approach for evaluation of seismic displacements of pile group located in soil slope

机译：一种简化的桩基地震位移，位于土坡面的地震位移

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H. Hajimollaali; H. Elahi; M. Sabermahani;
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1. Evaluation of the lateral displacements of a sandy slope reinforced by a row of floating piles: A numerical-experimental approach [J] . Sharafi Hassan, Maleki Yazdan Shams Soil Dynamics and Earthquake Engineering . 2019,第JULa期

机译：一排浮桩加固的砂质边坡的侧向位移评估：一种数值试验方法
2. Evaluation of the lateral displacements of a sandy slope reinforced by a row of floating piles: A numerical-experimental approach [J] . Sharafi Hassan, Maleki Yazdan Shams Soil Dynamics and Earthquake Engineering . 2019,第Jula期

机译：浮动桩加固砂岩横向位移的评价：一种数值实验方法
3. A simplified approach for settlement calculation of pile groups considering pile-to-pile interaction in layered soils [J] . YANG Ming-hui, ZHANG Xiao-wei, ZHAO Ming-hua 中南大学学报（英文版） . 2011,第006期

机译：考虑层状土桩间相互作用的桩基沉降简化计算方法
4. Insights into Effectiveness of Simplified Seismic Displacement Procedures to Evaluate Earthquake Behavior of a Deepwater Slope [C] . Aurelian C. Trandafir, Mihail E. Popescu Symposium on submarine mass movements and their consequences . 2016

机译：简化地震位移程序的有效性见解深水斜坡的地震行为
5. Evaluation of the effects of nonlinear soil-structure interaction on the inelastic seismic response of pile-supported bridge piers. [D] . Ghalibafian, Houman. 2006

机译：土-结构非线性相互作用对桩式桥墩非弹性地震响应影响的评估。
6. Vertical bearing capacity of a pile-liquefiable sandy soil foundation under horizontal seismic force [O] . Huang Zhanfang, Bai Xiaohong, Yin Chao, 2020

机译：水平地震力下桩液化沙土基础的垂直承载力
7. Seismic displacement analysis of homogeneous slopes: a review of existing simplified methods with reference to Italian seismicity. [O] . Ausilio E, Silvestri F, Troncone A, 2007

机译：均质边坡的地震位移分析：参考意大利地震活动对现有简化方法进行回顾。
8. Evaluation of Accuracy of Simplified Methods of Analysis and Design of Buildings with Damping Systems for Near-Fault and for Soft-Soil Seismic Motions [R] . Pavlou, E. A., Constantinou, M. C. 2004

机译：近断层和软土地震动阻尼系统建筑物分析设计简化方法精度评估

A simplified approach for evaluation of seismic displacements of pile group located in soil slope

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