高级搜索
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊

2011年日本东北地区太平洋近海地震地基液化灾害综述

黄雨, 于淼, BHATTACHARYASubhamoy

黄雨, 于淼, BHATTACHARYASubhamoy. 2011年日本东北地区太平洋近海地震地基液化灾害综述[J]. 岩土工程学报, 2013, 35(5): 834-840.
引用本文: 黄雨, 于淼, BHATTACHARYASubhamoy. 2011年日本东北地区太平洋近海地震地基液化灾害综述[J]. 岩土工程学报, 2013, 35(5): 834-840.
shu
HUANG Yu, YU Miao, BHATTACHARYA Subhamoy. Review on liquefaction-induced damages of soils and foundations during 2011 of the Pacific Coast of Tohoku Earthquake (Japan)[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(5): 834-840.
Citation: HUANG Yu, YU Miao, BHATTACHARYA Subhamoy. Review on liquefaction-induced damages of soils and foundations during 2011 of the Pacific Coast of Tohoku Earthquake (Japan)[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(5): 834-840.
shu

2011年日本东北地区太平洋近海地震地基液化灾害综述  English Version

  • 1. 同济大学岩土及地下工程教育部重点实验室，上海 200092; 2. 同济大学地下建筑与工程系，上海 200092; 3. 布里斯托尔大学土木工程系，布里斯托尔 BS8 1TR; 4. 萨里大学土木与环境工程系，萨里 GU2 7XH

基金项目: 国家自然科学基金国际合作项目（41111130205）
详细信息
    作者简介:

    黄 雨(1973- )，男，江苏南京人，博士，教授，博士生导师，主要从事工程地质与岩土工程的教学和研究工作。E-mail: yhuang@tongji.edu.cn。

  • 中图分类号: TU443

Review on liquefaction-induced damages of soils and foundations during 2011 of the Pacific Coast of Tohoku Earthquake (Japan)

  • 1. Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education, Tongji University, Shanghai 200092, China; 2. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 3. Department of Civil Engineering, University of Bristol, Bristol BS8 1TR, United Kingdom; 4. Department of Civil and Environmental Engineering, University of Surrey, Surrey GU2 7XH, United Kingdom

摘要

    摘要
  • 摘要: 2011年3月11日，日本太平洋东海岸发生Mw 9.0级大地震，并引发巨大海啸，导致了日本东北和关东地区大面积的地基液化震害。通过现场震害调查和最新资料分析，首先较为系统地介绍了日本地震受灾区的液化宏观现象和典型震害特征。其次，研究了余震再液化和地震-海啸耦合灾害的破坏机制和特征，指出余震再液化受地震力大小、应力历史及超孔隙水压力消散程度的影响，并将地震和海啸耦合破坏过程分为3个阶段：震后液化阶段、间歇期恢复阶段、海啸流滑破坏阶段；最后，对此次强震中有关抗液化地基处理方法的有效性进行了分析与探讨，以期为今后的地基抗液化设计提供参考与借鉴。
    Abstract: On March 11th, 2011, an earthquake with magnitude of Mw 9.0 occurred off the Pacific Coast of Tohoku, and triggered widespread liquefaction in Tohoku and Kanto regions of Japan. Based on the field investigation and data analysis, the characteristics of liquefaction, liquefaction-induced damages, different failure mechanisms, characteristics of re-liquefaction in the aftershocks and seismic tsunami hazards are presented. The study also shows that re-liquefaction resistance is greatly affected by the intensity of earthquakes, stress history and dissipation of excess pore-water pressure. The damage process due to the seismic tsunami hazards is divided into three stages, the post-earthquake liquefaction stage, the recovery stage of soil strength and the flow-sliding failure stage. Finally, the effectiveness of ground improvement methods (sand compaction pile and sand drain method) in this massive earthquake is summarized for liquefaction mitigation in the future.
    • HTML全文
    • 参考文献(23)
  • [1] HUANG Y, JIANG X M. Field-observed phenomena of seismic liquefaction and subsidence during the 2008 Wenchuan earthquake[J]. Natural Hazards, 2010,54(3):839-850.
    [2] VILLALOBOS F, OVANDO E, MENDOZA M, OR000d3;STEGUI P. Damages observed in the 2010 concepci000f3;n earthquake related to soil phenomena[C]// Proceedings of the 5th International Conference on Earthquake Geotechnical Engineering, Santiago. 2011.
    [3] 夏 坤,(张令心),(刘洁平). 中外烈度表00093;人的感觉00094;和00093;器物的反应00094;对比研究[J]. (地震工程与工程振动), 2011,31(5):21-29. (XIA Kun, ZHANG Ling-xin, LIU Jie-ping.
    Comparative study on the criteria 00093;effects on humans00094; and 00093;effects on objects00094; in the seismic intensity scales at home and abroad[J]. Journal of Earthquake Engineering and Engineering Vibration, 2011, 31(5): 21-29.( (in Chinese))
    [4] Japan Meteorological Agency. Information on the 2011 off the Pacific Coast of Tohoku Earthquake[OL]. 2012. [2012.6.19].http://www.jma.go.jp/jma/en/20110005F;Earthquake/Information0005F;on0005F;20110005F;Earthquake.html.
    [5] MIMURA N, YASUHARA K, KAWAGOE S, YOKOKI H, KAZAMA S. Damage from the Great East Japan Earthquake and Tsunami - a quick report[J]. Mitigation and Adaptation Strategies for Global Change, 2011,16(7):803-818.
    [6] 気象庁. 推計震度分布図[OL]. 2011(Japan Meteorological Agency. Distribution of estimated Japan00092;s intensity of ground motion[OL]. 2011. [2012.11.06]. http://www.seisvol. kishou.go.jp/eq/suikei/2011031114460005F;288/2011031114460005F;2880005F;1.html.)
    [7] 叶 琳,(于福江),吴 玮. 我国海啸灾害及预警现状与建议[J]. (海洋预报), 2005,22(增刊):147-157. (YE Lin, YU Fu-jiang, WU Wei. The disaster and warning of tsunami in China and the suggestion in future[J]. Marine Forecasts,2005,22(S0): 147-157. (in Chinese)
    [8] ISHIHARA K, ARAKI K, BRADLEY B A. Characteristics of liquefaction-induced damage in the 2011 Great East Japan Earthquake[C]// Proceedings of the International Conference on Geotechnics for Sustainable Development. Hanoi, Vietnam, 2011:1-22.
    [9] 安田進),(原田健二),(石川敬祐). 東北地方太平洋沖地震による千葉県の被害[J]. (地盤工学ジャーナル), 2012,7(1):103-115. (YASUDA S, HARADA K, ISHIKAWA K. Damage to structures in Chiba Prefecture during the 2011 Tohoku-Pacific Ocean Earthquake[J]. Japanese Geotechnical Journal,2012,7(1): 103-115. (in Japanese)
    [10] 豊田浩史),原 忠,竹澤請一郎,等. 簡易動的貫入試験と表面波探査による浦安市の液状化被害分析と応急対策への適用性[J]. (地盤工学ジャーナル), 2012,7(1):207-218. (TOYOTA H, HARA T, TAKEZAWA K, et al. Liquefaction damage analysis and application to emergency measures in Urayasu City using portable cone penetration test and surface wave method[J]. Japanese Geotechnical Journal,2012,7(1): 207-218. (in Japanese)
    [11] 尾上篤生),蔡 飛,中島美代子,等. 緩い砂埋戻し地盤の辺縁部の液状化に伴う地盤変状の特徴[J]. (地盤工学ジャーナル), 2012,7(1):175-184. (ONOUE A, CAI F, NAKAJIMA M, et al. Behavior of liquefied soil at brink of backfilled basin[J]. Japanese Geotechnical Journal,2012,7(1): 175-184. (in Japanese)
    [12] 森友宏),(飛田善雄),(今西肇). 東北地方太平洋沖地震による宮城県南部地区における地盤災害[J]. (地盤工学ジャーナル), 2012,7(1):67-78. (MORI T, TOBITA Y, IMANISHI H. Seismic damages to geo-structures in the southern district of Miyagi Prefecture during the 2011 off the Pacific Coast of Tohoku Earthquake[J]. Japanese Geotechnical Journal,2012,7(1): 67-78. (in Japanese)
    [13] 金哲鎬),(藤井衛),(品川恭一),等. 東北地方太平洋沖地震の液状化地域における戸建住宅の基礎の被害[J]. (地盤工学ジャーナル), 2012,7(1):195-205. (KIM C, FUJII M, SHINAGAWA K, et al. Damage of foundation for detached houses in liquefied areas by the Tohoku Region Pacific Coast Earthquake[J]. Japanese Geotechnical Journal,2012,7(1): 195-205. (in Japanese)
    [14] BHATTACHARYA S, HYODO M, GODA K,et al. Liquefaction of soil in the Tokyo Bay area from the 2011 Tohoku (Japan) Earthquake[J]. Soil Dynamics and Earthquake Engineering, 2011,31(11):1618-1628.
    [15] 安田進),(原田健二). 東京湾岸における液状化被害[J]. (地盤工学会誌), 2011,59(7):38-41. (YASUDA S, HARADA K. Liquefaction-induced damage in the reclaimed lands along Tokyo Bay[J]. The Japanese Geotechnical Society,2011,59(7): 38-41. (in Japanese)
    [16] HA I S, OLSON S M, SEO M W,et al. Evaluation of reliquefaction resistance using shaking table tests[J]. Soil Dynamics and Earthquake Engineering, 2011,31(4):682-691.
    [17] ODA M, KAWAMOTO K, SUZUKI K,et al. Microstructural interpretation on reliquefaction of saturated granular soils under cyclic loading[J]. Journal of Geotechical and Geoenvironmental Engineering, 2001,127(5):416-423.
    [18] 安田進. 液状化関係の報告[C]// 浦安市における液状化ならびに対策技術の調査030FB;検討に関する報告会. 日本: 公益社団法人地盤工学会. 2012(YASUDA S. Report on liquefaction[C]// Meeting Report on the Investigation and Study of Liquefaction Countermeasure Technology in Urayasu. Japan: The Japanese Geotechnical Society. 2012.2.10. [2012.5.30]. http://www.jiban.or.jp/file/ organi/20005F;0.pdf.)
    [19] 浦安市液状化対策技術検討調査委員会. 地盤特性の把握030FB;液状化の要因分析[R]. 日本. 2011(Investigation Committee on Liquefaction Countermeasure Technology in Urayasu City. Analysis of the characteristics of geological conditions and liquefaction[R]. Japan. 2011.9.12. [2012.5.30].http://www.city.urayasu.chiba.jp/secure/26052/040005F;siryo2-4-1jibanntokuseinohaaku.pdf.)
    [20] 張 鋒. 余震による再液状化を考慮した液状化評価の重要性[C]// 発足記念シンポジウム. 日本: 名古屋工業大学高度防災工学センター. 2012.1.10. [2012.5.30]. www.salagrande.net/cho.pdf. (ZHANG F. The importance of the re-liquefaction in aftershocks to the evaluation of liquefaction resistance [C]// Memorial Conference on Renewal. Japan: Advanced Disaster Prevention Engineering Center, Nagoya Institute of Technology. 2012.1.10. [2012.5.30]. www.salagrande.net/cho.pdf. (in Japanese)
    [21] 黄 雨,(毛无卫). 液化后土体的流态化特性研究进展[J]. (同济大学学报(自然科学版), 2011,39(4):501-506. (HUANG Yu, MAO Wu-wei.
    State of art of fluidization behavior of post-liquefied soils[J]. Journal of Tongji University (Natural Science), 2011, 39(4): 501-506.( (in Chinese))
    [22] ハザリカ030FB;へマンタ,(片岡俊一),(笠間清伸),等. 青森県030FB;岩手県北部における地震と津波による複合地盤災害[J]. (地盤工学ジャーナル), 2012,7(1):13-23. (HAZARIKA H, KATAOKA S, KASAMA K, et al. Compound geotechnical disaster in Aomori Prefecture and northern Iwate Prefecture due to the earthquake and tsunami[J]. Japanese Geotechnical Journal,2012,7(1): 13-23. (in Japanese)
    [23] 風間基樹). 2011 年東北地方太平洋沖地震被害の概要と地盤工学的課題[J]. (地盤工学ジャーナル), 2012,7(1):1-11. (KAZAMA M. Overview of the damages of the 2011 off the Pacific Coast of Tohoku Earthquake and its geotechnical problems[J]. Japanese Geotechnical Journal,2012,7(1): 1-11. (in Japanese)
    • 相关文章
    • 施引文献
    • 资源附件(0)
计量
  • 文章访问数: 
  • HTML全文浏览量:  0
  • PDF下载量: 
  • 被引次数: 0
出版历程
  • 收稿日期:  2012-07-01
  • 发布日期:  2013-05-26

目录

摘要
HTML全文
    参考文献(23)
    相关文章
    施引文献
    资源附件(0)

    /

    返回文章
    返回
    版权所有 © 2010水利部交通部国家能源局南京水利科学研究院 苏ICP备05007122号-11公安联网备案号：32010602011255
    编辑部地址：南京市虎踞关34号《岩土工程学报》编辑部邮编：210024电话：025-85829534，85829556E-mail: ge@nhri.cn