|本期目录/Table of Contents|

[1]石杰红.地铁车站穿越地下大空间及地铁隧道安全分析[J].中国安全生产科学技术,2013,9(5):34-38.[doi:10.11731/j.issn.1673-193x.2013.05.007]
 SHI jie hong.Safety analysis on metro station crossing large underground space and metro tunnel[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2013,9(5):34-38.[doi:10.11731/j.issn.1673-193x.2013.05.007]
点击复制

地铁车站穿越地下大空间及地铁隧道安全分析
分享到:

《中国安全生产科学技术》[ISSN:1673-193X/CN:11-5335/TB]

卷:
9
期数:
2013年5期
页码:
34-38
栏目:
学术论著
出版日期:
2013-05-31

文章信息/Info

Title:
Safety analysis on metro station crossing large underground space and metro tunnel
作者:
石杰红12
(1.北京科技大学土木与环境工程学院,北京100083;2.中国安全生产科学研究院,北京100012)
Author(s):
SHI jie hong 12
(1. University of Science And Technology Beijing,Beijing 100083,China; 2. China Academy of Safety Science and Technology, Beijing 100012, China)
关键词:
地铁隧道地下大空间车站安全
Keywords:
metro tunnel large underground space station safety
分类号:
X951
DOI:
10.11731/j.issn.1673-193x.2013.05.007
文献标志码:
A
摘要:
随着我国城市土地资源的日益紧缺,地下空间的开发利用越来越受到重视。但地下空间的大量开发又会导致他们之间相互影响和制约。以某市地铁车站穿越地下大空间及既有地铁隧道为例,采用数值分析的方法,对其安全性进行了研究,为工程设计提供参考。
Abstract:
The development and utilization of underground space are attaching more and more attention as the land resource is increasingly scarce in Chinese cities. But, there has an interaction effect between different underground spaces by the large scale development of underground space. Taking tunnels crossing large underground space and existing metro station for example, the safety of underground space and existing station was studied in this paper by numerical simulating, so as to provide an important basis for the metro designing.

参考文献/References:

[1]陈韶章,袁敏正,雷华明.广州市轨道交通地下空间开发的实践与体会[J].都市快轨交通,2011, 24(1):59 CHEN Shaozhang,YUAN Minzheng,LEI Huaming.Practice and experience of the underground space development of Guangzhou rail transit[J]Urban Rapid Rail Transit,24(1):59〖ZK)
[2]刘景矿,庞永师,易弘蕾.城市地下空间开发利用研究:以广州市为例[J].建筑科学,2009,25(4) :7289 LIUJingkuang,PANG Yongshi,YI Honglei.Research on development and use of underground space in big citiesin China: a case about Guangzhou City[J].Building Science,2009,25(4):7289〖ZK)
[3]郝珺.城市轨道交通地下车站与地下空间统一规划模式的探讨[J].城市轨道交通研究,2010,(2):913 HAO Jun. On unified programming of underground urban rail transit station and space[J]. Urban Mass Transit,2010,(2):913 〖ZK)
[4]刘志义,韩英姿.城市轨道交通建设与地下空间开发[J].铁路工程造价管理,2009,(9):3032 LIU Zhiyi,HAN Yingzi. Urban rail transit construction and underground space development[J]. Urban Rail Transit Construction and Underground Space Development,2009,(9):3032〖ZK)
[5]金磊,柳昆,彭芳乐.城市轨道交通枢纽的地下空间综合体评价方法[J].地下空间与工程学报,2010,(10):13701375 JIN Lei,LIU Kun,PENG Fangle. Evaluating method of underground complex in urban rail transit hub area [J].Chinese Journal of Underground Space and Engineering,2010,(10):13701375〖ZK)
[6]黄嘉玮.城市轨道交通沿线地下空间规划控制初探[J].上海城市规划,2011,(2):6873 HUANG Jiawei. A preliminary study of underground space planning control along the railbased transit[J].Shanghai Urban Planning Review,2011,(2):6873〖ZK)
[7]贾坚,谢小林,张羽,等.城市综合交通枢纽地下空间一体化建设技术[J].上海交通大学学报,2012,(1):712 JIA Jian, XIE Xiaolin,ZHANG Yu, et al. Techniques of the Integration construction of underground space in comprehensive urban transportation hub[J]. Journal of Shanghai Jiaotong University,2012,(1):712〖ZK)
[8]张龙.浅议地铁站与地下空间物业开发的关系[J].山西建筑,2007,(8):4142 ZHANG Long. On the relation of underground station and the development of underground space property[J]. Shanxi Architecture,2007,(8):4142〖ZK)
[9]赵红鹰.深基坑开挖过程的弹塑性数值模拟[J].山西建筑,2005,31(12):6768 ZHAO Hongying. The elasticplastic numerical analogy for deep excavation process[J]. Shanxi Architecture,2005,31(12):6768 〖ZK)
[10]石杰红,钟茂华,何理,等.双线盾构地铁隧道施工地表沉降数值分析[J].中国安全生产科学技术,2006,2(3):5154 SHI Jiehong,ZHONG Maohua,HE Li . Numerical simulation of ground sedimentation caused by doubletube parallel tunnels shielding constructed[J]. Journal of Safety Science and Technology,2006,2(3):5154〖ZK)
[11]石杰红,王金安,谢芳,等.高陡边坡下开采安全性的相似材料模拟与数值模拟对比研究[J].中国安全生产科学技术,2007,3(6):7781 SHI Jiehong WANG Jinan, XIE Fang, et al. Study on the security of the excavation under the slope with both similar material and numerical simulation[J]. Journal of Safety Science and Technology,2007,3(6):7781〖ZK)
[12]谭仁春,肖建华,王厚之,等.城市地下空间三维模型建设与应用关键技术研究[J].城市勘测,2012,(2):57 TAN Renchun,XIAO Jianhua,WANG Houzhi, et al. Key technologies research of construction and application for threedimensional model of urban underground space[J]. Urban Geotechnical Investigation & Surveying,2012,(2):57〖ZK)
[13]韩李涛.地下空间三维数据模型分析与设计[J].计算机工程与应用,2005(3):13 HAN Litao. Study on 3D spatial data model of subsurface space[J]. Computer Engineering and Applications,2005(3):13〖ZK)
[14]朱良峰,庄智一.城市地下空间信息三围数据模型研究[J].华东示范大学学报(自然科学版),2009(2):2940 ZHU Liangfeng,ZHUANG Zhiyi. Survey and design of 3D spatial data models for urban underground space information[J]. Journal of East China Normal University(Natural Science),2009(2):2940〖ZK)
[15]Ou C.Y,Huang R.N,Lai W.J.Surface settlement during shield tunneling at CH218 in Taipei[J].Canada Geotech. /Rev.geotech.1998,35(1):159168〖ZK)
[16]Manuel M,Luis M,Jose M.Prediction and analysis of subsidence induced by shield tunneling in the Madrid metro extension[J].Canada Geotech.2002,(39):12731287〖ZK)

相似文献/References:

[1]杨再兴.红土地区地铁暗挖隧道施工地表沉降规律研究[J].中国安全生产科学技术,2014,10(1):150.[doi:10.11731/j.issn.1673-193x.2014.01.025]
 YANG Zai xing.Study on ground settlement rule of shallow metro tunnel construction on laterite area[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2014,10(5):150.[doi:10.11731/j.issn.1673-193x.2014.01.025]
[2]张彬,金珠,崔铁军.基于快速图解评价法的地铁隧道施工方式选择[J].中国安全生产科学技术,2014,10(9):140.[doi:10.11731/j.issn.1673-193x.2014.09.024]
 ZHANG Bin,JIN Zhu,CUI Tie-jun.Selection of construction method for metro tunnel based on rapid graphical assessment[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2014,10(5):140.[doi:10.11731/j.issn.1673-193x.2014.09.024]
[3]陈炜,路世昌,崔铁军.基于安全考虑的地铁隧道施工方式选择研究[J].中国安全生产科学技术,2014,10(10):112.[doi:10.11731/j.issn.1673-193x.2014.10.019]
 CHEN Wei,LU Shi-chang,CUI Tie-jun.Research on selection of construction method for subway tunnel based on safety consideration[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2014,10(5):112.[doi:10.11731/j.issn.1673-193x.2014.10.019]
[4]江新,胡文佳,袁轩,等.地铁隧道施工安全风险演化的BP-SD模型研究[J].中国安全生产科学技术,2017,13(12):67.[doi:10.11731/j.issn.1673-193x.2017.12.010]
 JIANG Xin,HU Wenjia,YUAN Xuan,et al.Research on BP-SD model for evolution of construction safety risk of subway tunnel[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2017,13(5):67.[doi:10.11731/j.issn.1673-193x.2017.12.010]
[5]卜康正,郑先昌,沈翔,等.基坑放坡开挖对下方既有地铁隧道影响计算及风险预测[J].中国安全生产科学技术,2019,15(7):5.[doi:10.11731/j.issn.1673-193x.2019.07.001]
 BU Kangzheng,ZHENG Xianchang,SHEN Xiang,et al.Calculation for effect of foundation pit sloping excavation on underlying metro tunnels and risk prediction[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2019,15(5):5.[doi:10.11731/j.issn.1673-193x.2019.07.001]
[6]赵敏,周子豪.爆炸荷载下地铁隧道损伤规律研究[J].中国安全生产科学技术,2019,15(8):118.[doi:10.11731/j.issn.1673-193x.2019.08.019]
 ZHAO Min,ZHOU Zihao.Study on damage laws of subway tunnel under explosive load[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2019,15(5):118.[doi:10.11731/j.issn.1673-193x.2019.08.019]

备注/Memo

备注/Memo:
国家科技支撑计划项目(2012BAK24B02、2012BAK27B03-03) ;自然科学基金项目(51274176、91024014)
更新日期/Last Update: 2013-07-30