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Development of a Design Guideline for Bridge Pile Foundations Subjected to Liquefaction Induced Lateral Spreading

机译：开发桥梁基础的设计指南，对液化引起的横向扩散

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Jonathan Nasr;
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年度 2000
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1. CENTRIFUGE RESEARCH OF COUNTERMEASURES TO PROTECT PILE FOUNDATIONS AGAINST LIQUEFACTION-INDUCED LATERAL SPREADING [J] . TAREK ABDOUN, RICARDO DOBRY, THOMAS F. ZIMMIE, Journal of Earthquake Engineering . 2005,第SI1期

机译：防止液化横向扩展的桩基保护措施的离心研究
2. Performance of sheet pile as a seismic retrofit for old piled abutment subjected to liquefaction-induced lateral spreading [J] . Saha Partha, Horikoshi Kazuki, Takahashi Akihiro Soil Dynamics and Earthquake Engineering . 2021,第Feba期

机译：纸桩作为对液化引起的横向扩展的旧堆桥面的地震改造性能
3. Parametric Assessment of Equivalent Static Procedure Accounting for Foundation-Pinning Effects in Analysis of Piled Bridge Abutments Subject to Lateral Spreading [J] . Christopher R. McGann Journal of geotechnical and geoenvironmental engineering . 2020,第7期

机译：对横向扩散堆积桥支座分析的基础静态过程的参数评估
4. The Effects of Long-Duration Subduction Earthquakes on Inelastic Behavior of Bridge Pile Foundations Subjected to Liquefaction-Induced Lateral Spreading [C] . Jonathan Nasr, Arash Khosravifar Geotechnical earthquake engineering and soil dynamics conference . 2018

机译：长期俯冲地震对液化引起横向扩展的桥梁桩基础非弹性行为的影响
5. Development of a Design Guideline for Pile Foundations Subjected to Liquefaction-Induced Lateral Spreading [D] . Souri, Milad. 2021

机译：开发液化引起横向扩散的桩基地基设计指南
6. Prominent lateral spread of imaged evoked activity beyond cortical columns in barrel cortex provides foundation for coding whisker identity [O] . Nathan S. Jacobs, Ron D. Frostig 2017

机译：成像诱发活动的显着横向扩散超出桶状皮质的皮质柱为编码晶须身份奠定了基础
7. Modified design procedures for bridge pile foundations subjected to liquefaction-induced lateral spreading [O] . Arash Khosravifar, Jonathan Nasr 2017

机译：桥接桩基础的改进设计程序对液化引起的横向扩展
8. Design Procedure for Bridge Foundations Subject to Liquefaction-Induced Lateral Spreading. [R] . Arduino, P., McGann, C., Ghofrani, A. 2017

机译：受液化引起的横向扩散的桥梁基础设计程序。

Development of a Design Guideline for Bridge Pile Foundations Subjected to Liquefaction Induced Lateral Spreading

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