[1]张文彬,汪云龙,曹振中,等.2011年东日本大地震人工填土场地液化特征综述[J].世界地震工程,2017,33(02):013-23.
 ZHANG Wenbin,WANG Yunlong,CAO Zhenzhong,et al.Review of liquefaction characteristics in artificially filled land during the 2011 Great East Japan Earthquake[J].,2017,33(02):013-23.
点击复制

2011年东日本大地震人工填土场地液化特征综述
分享到:

《世界地震工程》[ISSN:/CN:]

卷:
33
期数:
2017年02期
页码:
013-23
栏目:
出版日期:
2017-07-14

文章信息/Info

Title:
Review of liquefaction characteristics in artificially filled land during the 2011 Great East Japan Earthquake
作者:
张文彬1 汪云龙1 曹振中12 侯龙清3 李雨润4
1. 中国地震局工程力学研究所 地震工程与工程振动重点实验室, 黑龙江 哈尔滨 150080;
2. 广西岩土力学与工程重点实验室, 桂林理工大学, 广西 桂林 541004;
3. 东华理工大学 建筑工程学院 江西 杭州 541004;
4. 河北工业大学 土木工程学院, 天津 300132
Author(s):
ZHANG Wenbin1 WANG Yunlong1 CAO Zhenzhong12 HOU Longqing3 LI Yurun4
1. Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China;
2. Guangxi Key Laboratory of Geomechanics and Geotechnical Engineering, Guilin University of Technology, Guilin 541004, China;
3. College of Civil Engineering and Architecture, East China University of Technology, Fuzhou 344000, China;
4. College of Civil Engineering, Hebei Industry University, Tianjin 300401, China
关键词:
人工填土2011东日本地震场地液化
Keywords:
artificially filled land2011 Great East Japan Earthquakesite liquefaction
分类号:
P315.9
摘要:
填海造陆人工填土已成为我国工程建设中的重要方式,其地震安全性特别是无粘性土或低粘性土的液化问题成为了重要课题,而对此方面以往震害经验甚少。2011年东日本大地震中东京湾区域的人工填土场地出现了大量液化震害并造成了巨大经济损失,随后也有一些研究工作开展,本文对此进行分析总结。通过相关资料收集整理,回顾了东京湾填海造陆的历史,介绍了此次地震液化震害情况,阐述了场地工程地质背景和液化场地特征,讨论了人工填土沉积时间与土体抗液化能力的关系。作为目前填海造陆人工填土场地液化震害极其有限的宝贵经验,将对我国相关工程建设和液化灾害预防技术发展提供有益借鉴。
Abstract:
Land reclamation by artificial filling has become a significant way to engineering construction in China. The seismic safety, especially liquefaction in incohesive or low-cohesive filled soils, has become an important topic. However earthquake damage in artificially filled land has seldom been reported. During the 2011 Great East Japan Earthquake, the artificially filled land around Tokyo bay experienced severe liquefaction, which caused enormous economic loss. This paper analyzes and summarizes the liquefaction issues in Tokyo bay area by the 2011 Great East Japan Earthquake. Through collecting the relevant information, this paper reviews the history of artificially filled land around Tokyo bay, introduces the seismic induced liquefaction damage, expounds engineering geological background and characteristics of the liquefied sites, and discusses the relationship between the aging of filled land and liquefaction resistance. As valuable lessons for liquefaction damage in artificial filled land, this article provides beneficial reference for liquefaction prevention technology and relevant engineering construction in China.

参考文献/References:

[1] AMMON C J, LAY T, KANAMORI H, et al. A rupture model of the 2011 off the Pacific coast of Tohoku earthquake[J]. Earth Planets & Space, 2011, 63: 693-696.
[2] 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 & Earthquake Engineering, 2011, 31(11): 1618-1628.
[3] KAZAMA M, NODA T. Damage statistics (Summary of the 2011 off the Pacific Coast of Tohoku earthquake damage)[J]. Soils & Foundations, 2012, 52(5): 780-792.
[4] YASUDA S, HARADA K, ISHIKAWA K, et al. Characteristics of liquefaction in Tokyo Bay area by the 2011 Great East Japan Earthquake[J]. Soils & Foundations, 2012, 52(5): 793-810.
[5] HOLZER T L, BLAIR J L, NOCE T E, et al. Predicted liquefaction of east bay fills during a repeat of the 1906 San Francisco earthquake[J]. Earthquake Spectra, 2006, 22(S2): S261-S277.
[6] YOND T L, HOOSE S N. Historic Ground Failures in Northern California Triggered by Earthquakes[M]. Geological Survey Professional Paper 993. United States Government Printing Office, Washington, 1978.
[7] WAKAMATSU K. Recurrent liquefaction induced by the 2011 Great East Japan Earthquake[J]. Journal of Japan Association for Earthquake Engineering, 2012, 12(5): 69-88.
[8] HATANAKA M, UCHIDA A, OHARA J. Liquefaction characteristics of a gravelly fill liquefied during the 1995 Hyogo-Ken Nanbu earthquake[J]. Journal of the Japanese Geotechnical Society Soils & Foundation, 1997, 37(3): 107-115.
[9] YASUDA S, ISHIHARA K, HARADA K, et al. Effect of soil improvement on ground subsidence due to liquefaction[J]. Soils & Foundations (Special Issue), 1996: 99-107.
[10] 周东, 吴恒, 陈立华,等. “人造陆域”工程地质研究综述[J]. 勘察科学技术, 2012,(2): 1-6. ZHOU Dong, WU Heng, CHEN Lihua, et al. Summarization on engineering geological study of artificial land[J]. Survey Science and Technology, 2012,(2): 1-6.
[11] 秦四清, 李培, 薛雷, 等. 环太平洋地震带巨震预测[J]. 地球物理学进展, 2015. 30(2): 540-558. QIN Siqing, LI Pei, XUE Lei, et al. A prospective prediction of great earthquakes for the Circum-Pacific seismic belt[J]. Progreass in Geophysics, 2015. 30(2): 540-558. (in Chinese)
[12] YASUDA S, TOWHATA I, Ishii I, et al. Liquefaction-induced damage to structures during the 2011 Great East Japan Earthquake[J]. Journal of JSCE, 2013, 1(1): 181-193.
[13] TOWHATA I, MARUYAMA S, KASUDA K I, et al. Liquefaction in the Kanto region during the 2011 off the pacific coast of Tohoku earthquake[J]. Soils & Foundations, 2014, 54(4): 859-873.
[14] ISHIHARA K, ARAKI K, BRADLEY B A. Characteristics of liquefaction induced damage in the 2011 Great East Japan Earthquake[C]. Proceeding of the International Conference on Geotechnics for Sustainable Development. Hanoi, Vietnam, 2011: 1-22.
[15] ISHIHARA K, ARAKI K, TOSHIYUKI K. Liquefaction in Tokyo Bay and Kanto Regions in the 2011 Great East Japan Earthquake[M]. Earthquake Geotechnical Engineering Design. Springer International Publishing, 2014: 93-140.
[16] KONAGAI K, ASAKURA T, KYOKAWA H, et al. Soil subsidence map of the Tokyo Bay area liquefied in the March 11th Great East Japan Earthquake[C]. Proceedings of the International Symposium on Engineering Lessons Learned from the 2011 Great East Japan Earthquake. Tokyo, Japan, 2012: 855-864.
[17] 安田 進, 原田 健二. 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. Damage to structures in Chiba prefecture during the 2011 Tohoku-Pacific ocean earthquake[J]. Japanese Geotechnical Journal. 2012, 7(1): 103-115.
[18] KUBOTERA H, BOGY D B. Liquefaction-induced damage on the reclaimed area in Urayasu city and the result of SWS test[J]. Seisan Kenkyu, 2012, 64(9): 853-857.
[19] 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(642): 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.
[20] 黄雨, 于淼, Bhattacharya S. 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(5): 834-840. HUANG Yu, YU Miao, BHATTACHARYA S. 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, (5): 834-840.
[21] 陈国兴, 金丹丹, 常向东, 等. 最近20年地震中场地液化现象的回顾与土体液化可能性的评价准则[J]. 岩土力学, 2013, 34(10): 2737-2755. CHEN Guoxing, JIN Dandan, CHANG Xiangdong, et al. Review of soil liquefaction characteristics during major earthquakes in recent twenty years and liquefaction susceptibility criteria for soils[J]. Rock and Soil Mechanics, 2013, 34(10): 2737-2755.
[22] ENDOH T. Historical review of reclamation works in the Tokyo Bay area[J]. Journal of Geography, 2004, 113(6): 785-801.
[23] BOULANGER RW . Liquefaction in the 2011 Great East Japan Earthquake: Lesson for US practice[C]. Proceedings of the International Symposium on Engineering Lessons Learned from the 2011 Great East Japan Earthquake. Tokyo, Japan, 2012: 655-664.
[24] FUKUTAKE K, JANG J. Studies on soil liquefaction and settlement in the Urayasu district using effective stress analyses for the 2011 off the Pacific coast of Tohoku earthquake[J]. Journal of JSCE, 2013, 1(1): 307-321.
[25] 地盤工学会. 東北地方太平洋沖地震による 関東地方の地盤液状化現象の実態解明[R]. 2011.(http://www.ktr.mlit.go.jp/ktr_content/content/000043569.pdf). Japanese Geotechnical Society. Elucidation of ground liquefaction phenomena in the Kanto region due to the Tohoku region Pacific coast earthquake[R]. 2011.(http://www.ktr.mlit.go.jp/ktr_content/content/000043569.pdf).
[26] WAKAMATSU K, MATSUOKA M. Developing a 7.5-sec Site-condition Map for Japan Based on Geomorphologic Classification[M]. Earthquake Resistant Engineering Structures VIII, 2011: 101-112.
[27] Photographs on the 2011 off the Pacific coast of Tohoku earthquake damage[J]. Soils and Foundations, 2012, 52(5): IV-VIII.
[28] KOKUSHO T, NAGAO Y, ITO F, et al. Sand Liquefaction Observed During Recent Earthquake and Basic Laboratory Studies on Aging Effect[M]. Earthquake Geotechnical Engineering Design. Springer International Publishing, 2014.
[29] 陈宇龙, 张宇宁. 非塑性细粒对饱和砂土液化特性影响的试验研究[J]. 岩土力学, 2016, 37(2): 507-516. CHEN Yulong, ZHANG Yuning. Experimental study of effects of non-plastic fines on liquefaction properties of saturated sand[J]. Rock and Soil Mechanics, 2016, 37(2): 507-516.
[30] 刘莹, 王清, 肖树芳. 不同地区吹填土基本性质对比研究[J]. 岩土工程技术, 2003(4): 197-200. LIU Ying, WANG Qing, XIAO Shufang. The comparative research on fundamental properties of dredger fill in different areas[J]. Geotechnical Engineering Technique, 2003, (4): 197-200.
[31] 宋晶, 汤连生, 王清, 等. 沿海地区典型吹填土物化特征的对比[J]. 中山大学学报(自然科学版), 2014, 53(6): 106-111. SONG Jing. TANG Liansheng, WANG Qing, et al. Analysis on physical and mechanical properties of some typical dredger fill in costal regions[J]. Acta Scientiarum Naturalium Universitatis Sunyatseni, 2014, 53(6): 106-111.
[32] 欧孝夺, 潘鑫, 殷宪太, 等. 广西北部湾人造陆域吹填土生物固结试验研究[J]. 岩土力学, 2015, 36(1): 28-33. OU Xiaoduo, PAN Xin, YIN Xiantai, et al. Biological consolidation study of hydraulic fill for land reclaimation at North Bay of Guangxi Province[J]. Rock and Soil Mechanics, 2015, 36(1): 28-33.
[33] GROUP R L G. Ground failures on reclaimed land during the 2011 Tohoku earthquake: A case study in Urayasu City, Japan[J]. Quaternary International, 2016, 397: 555-562.
[34] ISHIHARA M, SASAKI T. Relationship between age of ground and liquefaction occurrence in the 2011 Great East Japan Earthquake[C]. Proceedings of the International Symposium on Engineering Lessons Learned from the 2011 Great East Japan Earthquake. Tokyo, Japan, 2012: 771-776.
[35] SAFTNER DA, GREEN RA, Hryciw RD. Use of explosives to investigate liquefaction resistance of aged sand deposits[J]. Engineering Geology, 2015, 199: 140-147.

备注/Memo

备注/Memo:
收稿日期:2016-01-16;改回日期:2016-05-03。
基金项目:国家科技支撑计划项目(2015BAK17B01);国家自然科学基金(51278472,41272357,51669005);国家重点研发计划政府间国际科技创新合作重点专项(2016YFE0105500)
作者简介:张文彬(1994-),男,硕士研究生,主要从事土动力学方面研究工作.E-mail:zwb_iem@126.com
通讯作者:汪云龙(1985-),男,博士,助理研究员,主要从事地震岩土工程、土工测试及地质勘查研究.E-mail:wyl_iem@hotmail.com
更新日期/Last Update: 2017-07-08