[1]王志佳,徐海岩,张浩,等.地下管线管体破坏模式分类与发生机制[J].世界地震工程,2016,(04):118-124.
 WANG Zhijia,XU Haiyan,ZHANG Hao,et al.Mode classification and mechanism of failure of underground pipeline body[J].,2016,(04):118-124.
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地下管线管体破坏模式分类与发生机制
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《世界地震工程》[ISSN:/CN:]

卷:
期数:
2016年04期
页码:
118-124
栏目:
出版日期:
2016-12-22

文章信息/Info

Title:
Mode classification and mechanism of failure of underground pipeline body
作者:
王志佳12 徐海岩3 张浩4 邓小宁5 张建经1 周平3
1. 西南交通大学 土木工程学院, 四川, 成都 610031;
2. 海南大学 土木建筑工程学院, 海南 海口 570228;
3. 西南交通大学 交通隧道工程教育部重点实验室, 四川, 成都, 610031;
4. 天津大学建筑工程学院, 天津 300350;
5. 郑州中核岩土工程有限公司, 河南 郑州 450000
Author(s):
WANG Zhijia12 XU Haiyan3 ZHANG Hao4 DENG Xiaoning5 ZHANG Jianjing1 ZHOU Ping3
1. School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031;
2. School of Civil Engineering and Architecture, Hainan University, Haikou Hainan 570228;
3. Key Laboratiory of Transportation Tunnel Engineering Ministry of Education, S
关键词:
地下管线管体震害破坏模式成因机理抗震设计
Keywords:
underground pipelinesseismic damage of pipe bodyfailure modescausative mechanismseismic design
分类号:
U442.5+5
摘要:
在对地下管线震害的大量文献资料进行搜集研究的基础上,依据宏观表现形式和微观破坏现象将管体破坏归纳总结为3个大类、9种典型破坏模式,并对每种破坏模式进行了深入的成因机理分析。基于所提的破坏模式分类和成因机理分析,现场工程师将能快速准确地对地下管线管体震害的破坏模式进行识别,根据其表现形式和内在的成因机理科学合理地选择调控维护措施。所述方法为地下管线抗震设计和现场施工提供了理论依据和实践经验,具有显著的经济效益。
Abstract:
Based on collecting and researching a great amount of documents of seismic damages to underground pipeline, this paper sums up three main types of pipeline damages and nine typical destruction patterns according to the macro damage forms and the micro damage phenomena, and have an in-depth analysis of the cause and the mechanism of each destruction model.With the classification of models and the analyses of cause and mechanisms, the on-the-spot engineers can identify the destruction pattern of seismic damage of the underground pipeline body promptly and exactly, choose the measures of management and maintenance scientifically and rationally in line with its forms and internal cause. At the same time, this paper provides theoretical foundations and practical experience for the anti-seismic design and the spot constructions of the underground pipeline, which shows remarkable economic benefits.

参考文献/References:

[1] Ariman,T.,Muleski,G.E.A review of the response of buried pipelines under seismic excitations[J].Earthquake Engineering Structural Dynamics,1981,9:133-151.
[2] 刘恢先.唐山大地震震害[M].北京:地震出版社,1986. The Seismic Damages of the Great Tangshan Earthquake[M],Beijing:Seismological Press, 1986.
[3] Hisashi,Sumitomo etc.System analysis of earthquake damage on water supply networks in Kobe City,Proceedings of the 4th International Symposium on Water Pipe Systems[C].1997,137-145
[4] 郭恩栋,刘如山,孙柏涛. 地下管线工程地震破坏等级划分标准[J].自然灾害学报,2007.8,16(4):86-88. GUO Endong,LIU Rushan,SUN Baitao.Standard for grade classification of seismic damage to underground pipeline project[J], Journal of National Disaster, 2007,16(4):86-88.
[5] 周静海,赵海艳,葛鹏,等.地下供水管线抗震分析与铸铁管接口抗拉实验研究[J].沈阳建筑大学学报(自然科学版),2007,23(5):751-755. ZHOU Jinghai,ZHAO Haiyan,GE Peng,et al.The anslysis and experimental research of the underground waler pipelines[J].Journal of Shenyang Jianzhu University Nature Science, 2007, 23(5):751-755.
[6] 杨丹,供水系统震害与功能失效模式分析[D].哈尔滨:中国地震局工程力学研究所.2011,5:17-31. YANG Dan. Analysis in earthquake disaster of water supply system and functional failure mode[D].Harbin:Institute of Engineering Mechanics, CEA,2011,5:17-31.
[7] 刘爱文,吕红山,夏珊,等.5·12汶川地震:生命线系统震害调查图集[M].北京:地震出版社,2009,3:71 LIU Aiwen,LU Hongshan, XIA Shan, et al. 5·12 Wenchuan Earthquake:Atlas of lifeline system earthquake disaster investigation[M]. Beijing:Seismological Press, 2009,3:71.
[8] John Eidinger,Lota de Castro,Dennis Ma.The 1906 Earthquake Impacts on the San Francisco and Santa Clara Water Systems-What We Learned, and What We Are Doing About It,Earthquake Spectra,Volume 22:113-134.
[9] Ballantyne-Pipelines,Pipelines-Seismic Vulnerability Assessment of Water Systems Don Ballantyne MMI Engineering Federal Way, Washington Pacific Northwest Section American Water Works Association.May 2, 2008
[10] 邹德高. 地震时浅埋地下管线上浮机理及减灾对策研究[D]. 大连理工大学, 2008. ZOU Degao. Study on uplifting mechanism and mitigation measurement of the pipelines buried at shallow depth during the earthquake[D], Da Lian:Dalian University of Technology, 2008.
[11] hiro Takada,Nemat Hassani,Katsumi Fukuda. A new proposal for simpli/ed design of buried steel pipescrossing activefaults[J]. Earthquake Engng Struct..2001,30:1243-1257.
[12] http://www.pipelineawareness.org/residents-businesses/glossary/
[13] Raúl Flores-Berrones, Xiang yue Li Liu. Seismic vulnerability of buried pipelines[J]. Geofísica International. 42(2):237-246.
[14] 输油(气)钢质管道抗震设计规范SYT_0450-2004[S]. Code for seismic design of oil and gas steel pipeline SYT_0450-2004[S].
[15] 侯忠良.地下管线抗震[M].北京:学术书刊出版社,1990:37. HOU Zhongliang.Underground Pipelines against Earthquake[M].Beijing:Academic Journal Press, 1990,37.
[16] Michael J. O’Rourke,Xuejie Liu. Response of buried pipelines subject to earthquake effects[C]//Multidisciplinary Center for Earthquake Engineering Research.
[17] 刘爱文.基于壳模型的埋地管线抗震分析[D]. 中国地震局地球物理研究所,2002. LIU Aiwen.Response analysis of a buried pipeline crossing the fault based on shell-model[D]. Institute of Geophysics, China Seismological Bureau. 2002.

相似文献/References:

[1]郭恩栋,杨丹,高霖,等.地下管线震害预测实用方法研究[J].世界地震工程,2012,(02):008.
 GUO Endong,YANG Dan,GAO Lin,et al.Study on practical method for earthquake damage prediction of buried pipeline[J].,2012,(04):008.
[2]蒋锋,张建毅,郭晓云,等.校园地下管线抗震评估初步探讨[J].世界地震工程,2011,(04):162.
 JIANG Feng,ZHANG Jianyi,GUO Xiaoyun,et al.Preliminary discussion on seismic assessment of buried pipeline in campus[J].,2011,(04):162.

备注/Memo

备注/Memo:
收稿日期:2015-06-16;改回日期:2016-03-22。
基金项目:国家创新创业训练计划(201410613063);国防基础科研计划(B0220133003)
作者简介:王志佳(1987-),男,博士研究生,主要从事岩土地震工程研究.E-mail:344963551@qq.com
通讯作者:徐海岩(1994-),主要从事岩土地震工程研究.E-mail:934262221@qq.com
更新日期/Last Update: 1900-01-01