REMEDIATION OF LIQUEFIABLE SOILS FOR PORT STRUCTURES IN JAPAN — ANALYSIS, DESIGN AND PERFORMANCE

SUSUMU IAI

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REMEDIATION OF LIQUEFIABLE SOILS FOR PORT STRUCTURES IN JAPAN — ANALYSIS, DESIGN AND PERFORMANCE

机译：日本港口结构液化土壤的修复—分析，设计和性能

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The paper gives an overview of the remedial measures against liquefaction for port structures. Case histories of implementation and performance of these remediation measures during past earthquakes are reviewed. The paper discusses the applicability and limitations of the conventional simplified approach and how these limitations can be overcome in the performance-based approach using a full seismic response analysis of a soil-structure system.

机译：本文概述了港口结构液化的补救措施。回顾了过去地震中这些补救措施的实施和执行案例。本文讨论了传统简化方法的适用性和局限性，以及如何使用土-结构系统的完整地震响应分析在基于性能的方法中如何克服这些局限性。

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来源
《Journal of Earthquake Engineering》 |2005年第si1期|p.77-103|共27页
作者
SUSUMU IAI;
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作者单位

Kyoto University, Disaster Prevention Research Institute Uji, Gokasho 611-0011, Japan;

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原文格式 PDF
正文语种 eng
中图分类天文学、地球科学;
关键词
deformation; earthquake; effective stress analysis; performance-based design; ports; soil-structure interaction;

机译：变形;地震;有效应力分析;基于性能的设计;端口;土-结构相互作用;

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1. Seismic performance of pile group-structure system in liquefiable and non-liquefiable soil from large-scale shake table tests [J] . Xu Chengshun, Dou Pengfei, Du Xiuli, Soil Dynamics and Earthquake Engineering . 2020,第Nova期

机译：大规模摇动台试验中液体和非液化土中桩基结构系统的地震性能
2. Influence of Prefabricated Vertical Drains on the Seismic Performance of Structures Founded on Liquefiable Soils [J] . Paramasivam Balaji, Dashti Shideh, Liel Abbie Journal of geotechnical and geoenvironmental engineering . 2018,第10期

机译：预制垂直排水管对液化土壤结构抗震性能的影响
3. Can ground densification improve seismic performance of the soil-foundation-structure system on liquefiable soils? [J] . Olarte Juan, Dashti Shideh, Liel Abbie B. Earthquake Engineering & Structural Dynamics . 2018,第5期

机译：地面致密化能否改善液化土壤上的地基-结构系统的抗震性能？
4. Anticipated Changes to Los Angeles Building Code Due to IBC 2012: Impact on the Seismic Design of Building Foundations on Liquefiable Soils at the Port of Los Angeles [C] . Lim, G. R. Martin, K. Arulmoli, Triannual international conference on ports . 2013

机译：预期由于IBC 2012而导致的洛杉矶建筑法规变更：对洛杉矶港可液化土壤上建筑地基的抗震设计的影响
5. Performance of Inelastic Structures on Mitigated and Unmitigated Liquefiable Soils: Evaluation of Numerical Simulations with Centrifuge Tests [D] . Ramirez, Jenny 2019

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6. Numerical analysis for the vertical bearing capacity of composite pile foundation system in liquefiable soil under sine wave vibration [O] . Huang Zhan-fang, Xiao-hong Bai, Chao Yin, 2021

机译：正弦波振动下液化土复合桩基系统垂直承载力的数值分析
7. Can ground densification improve seismic performance of the soil‐foundation‐structure system on liquefiable soils? [O] . Juan Olarte, Shideh Dashti, Abbie B. Liel 2018

机译：可以接地致密化改善土壤 - 基础结构系统的地震性能吗？

REMEDIATION OF LIQUEFIABLE SOILS FOR PORT STRUCTURES IN JAPAN — ANALYSIS, DESIGN AND PERFORMANCE

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