Comparison of Seismic Design Considerations Between Chinese and Japanese Seismic Design Codes for Bridge Pile Foundations in Liquefying Ground and Lateral Spreading Ground

凌贤长; 唐亮; 苏雷; 徐鹏举

doi:10.13409/j.cnki.jdpme.2011.05.003

您当前的位置：

首页 >

文章列表页 >

Comparison of Seismic Design Considerations Between Chinese and Japanese Seismic Design Codes for Bridge Pile Foundations in Liquefying Ground and Lateral Spreading Ground

更新时间：2025-12-11

- Comparison of Seismic Design Considerations Between Chinese and Japanese Seismic Design Codes for Bridge Pile Foundations in Liquefying Ground and Lateral Spreading Ground
- Vol. 31, Issue 5, Pages: 490-495+500(2011)
- 作者机构：
- 作者简介：
- 基金信息：
- DOI：10.13409/j.cnki.jdpme.2011.05.003
  CLC： 442.55
- Published：2011
- 稿件说明：
移动端阅览
[1]凌贤长,唐亮,苏雷,徐鹏举.中日规范中关于液化和侧向扩流场地桥梁桩基抗震设计考虑之比较[J].防灾减灾工程学报,2011,31(05):490-495+500.

凌贤长, 唐亮, 苏雷, et al. Comparison of Seismic Design Considerations Between Chinese and Japanese Seismic Design Codes for Bridge Pile Foundations in Liquefying Ground and Lateral Spreading Ground[J]. 2011, 31(5): 490-495+500.
[1]凌贤长,唐亮,苏雷,徐鹏举.中日规范中关于液化和侧向扩流场地桥梁桩基抗震设计考虑之比较[J].防灾减灾工程学报,2011,31(05):490-495+500. DOI： 10.13409/j.cnki.jdpme.2011.05.003.

凌贤长, 唐亮, 苏雷, et al. Comparison of Seismic Design Considerations Between Chinese and Japanese Seismic Design Codes for Bridge Pile Foundations in Liquefying Ground and Lateral Spreading Ground[J]. 2011, 31(5): 490-495+500. DOI： 10.13409/j.cnki.jdpme.2011.05.003.

摘要

评述了我国液化场地和侧向扩流场地桥梁桩基抗震设计规范。总结了中日两国液化场地和侧向扩流场地桥梁桩基的抗震设计方法与技术细节

阐述了日本规范中液化场地和侧向扩流场地桥梁桩基抗震设计中的液化地基土反力折减系数的确定方法

以及土体液化侧向扩流对桩作用力的计算模式。指出我国规范中在液化和侧向扩流场地桩的抗震分析方法、不同土层分界处桩的抗震措施、桩的竖向承载力及桩的屈曲稳定性分析等方面存在的主要问题

据此给出了亟待改进的初步建议。这对我国桥梁工程的抗震安全性具有重要意义

可供我国工程技术人员参考借鉴。

Abstract

Firstly

this study briefly explains the current situation of Chinese seismic design codes for bridge pile foundations in liquefying and lateral spreading ground.The Chinese and the Japanese seismic design method and technical detail for bridge pile foundations in liquefying and lateral spreading ground are described and compared systematically and comprehensively

and the methods to determine the reduction factor of subgrade reaction as well as the computing mode of the applied force on piles due to liquefaction-induced lateral spreading of soil in Japanese design codes are especially introduced.Finally

some key problems of current Chinese design codes including seismic design method

vertical bearing capacity

buckling stability analysis and seismic measures near the soil dividing boundary for piles in liquefying and lateral spreading ground are generalized and the corresponding improvement suggestions are proposed.These will tend to improve the seismic safety of bridge engineering and provide certain reference values for our country’s engineering talents.

关键词

Keywords

references

唐山地震桥梁震害回顾 [J]. 丁剑霆,姜淑珍,包峰. 世界地震工程 . 2006(01)

液化场地上土体侧向变形对桩基影响研究评述 [J]. 李雨润,袁晓铭. 世界地震工程 . 2004(02)

液化场地桩-土-桥梁结构动力相互作用振动台试验研究进展 [J]. 凌贤长,王东升. 地震工程与工程振动 . 2002(04)

水平地基液化后大变形对桩基础的影响 [J]. 张建民. 建筑结构学报 . 2001(05)

1995年阪神大地震的液化特点 [J]. 刘惠珊. 工程抗震 . 2001(01)

阪神地震后日本桥梁抗震设计规范的改订 [J]. 孙利民,范立础. 同济大学学报(自然科学版) . 2001(01)

桩基抗震设计探讨——日本阪神大地震的启示 [J]. 刘惠珊. 工程抗震 . 2000(03)

桩基震害及原因分析——日本阪神大地震的启示 [J]. 刘惠珊. 工程抗震 . 1999(01)

对我国六种抗震设计规范中液化判别规定的综述和建议 [J]. 陈国兴. 南京建筑工程学院学报 . 1995(02)

GB 50111-2006. 铁路工程抗震设计规范 [S]. 2006

Pseudostatic Approach for Seismic Analysis of Piles in Liquefying Soil [J] . D. S. Liyanapathirana,H. G. Poulos. Journal of Geotechnical and Geoenvironmental Engi . 2005 (12)

Effects of inertial and kinematic interaction on seismic behavior of pile with embedded foundation [J] . Kohji Tokimatsu,Hiroko Suzuki,Masayoshi Sato. Soil Dynamics and Earthquake Engineering . 2005 (7)

Computational modeling of cyclic mobility and post-liquefaction site response [J] . Ahmed Elgamal,Zhaohui Yang,Ender Parra. Soil Dynamics and Earthquake Engineering . 2002 (4)

LIQUEFACTION AND PILED FOUNDATIONS: SOME ISSUES [J] . John Berrill,Susumu Yasuda. Journal of Earthquake Engineering . 2002

Observed Seismic Lateral Resistance of Liquefying Sand [J] . Daniel W. Wilson,Ross W. Boulanger,Bruce L. Kutter. Journal of Geotechnical and Geoenvironmental Engineering . 2000 (10)

Fluid dynamics based prediction of liquefaction induced lateral spreading [J] . R. Uzuoka,A. Yashima,T. Kawakami,J.-M. Konrad. Computers and Geotechnics . 1998 (3)

Views

377

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Journal of Disaster Prevention and Mitigation Engineering Vol.34 2014 CONTENTS

Simplified Method for Seismic Analysis of Bridge Pile Group Foundation in Liquefiable Soils

Analysis on Characteristics of Dynamic p-y Curves for Soil-pile Interaction in Liquefiable Ground

Review on Research of Earthquake Damage for the Bridge Abutment in the Liquefaction Regions

Related Author

刘春辉

唐亮

凌贤长

苏雷

高霞

张效禹

林基聪

张效禹

Related Institution

No data

⁰