穿越黄土油气管道隧道围岩松动荷载理论研究
详细信息 查看官网全文
- 英文论文题名：Theoretical Study on Loose Load of Surrounding Rock of Oil-Gas Pipeline Tunnel Across the Loess Ground
- 论文作者：李化云 ; 张志强 ; 秦昌
- 英文论文作者：LI Huayun ; ZHANG Zhiqiang ; QIN Chang ; School of Architecture and Civil Engineering ; Xihua University ; Key Laboratory of Transportation Tunnel Engineering ; Ministry of Education ; Southwest Jiaotong University
- 年：2016
- 作者机构：西华大学建筑与土木工程学院;西南交通大学交通隧道工程教育部重点实验室;
- 论文关键词：小断面 ; 黄土隧道 ; 深浅埋 ; 分界深度 ; 松动荷载
- 英文论文关键词：Small section ; Loess tunnel ; Shallow-deep burial ; Boundary depth ; Loose load
- 会议召开时间：2016-10-24
- 会议录名称：2016中国隧道与地下工程大会（CTUC）暨中国土木工程学会隧道及地下工程分会第十九届年会论文集
- 语种：中文
- 分类号：TE973;U451.2
- 学会代码：OGTY
- 会议名称：2016中国隧道与地下工程大会（CTUC）暨中国土木工程学会隧道及地下工程分会第十九届年会
- 会议地点：中国四川成都
- 主办单位：中国土木工程学会隧道及地下工程分会
- 学会名称：中国土木工程学会
- 页数：6
- 文件大小：1194k
- 原文格式：O
- 会议级别：全国
摘要
为了确定小断面油气管道黄土隧道深浅埋分界深度及围岩松动荷载,结合郑州-西安高速铁路客运专线多条黄土隧道实测围岩松动荷载,采用理论分析和工程类比的方法,得到了具有意义的结论:(1)采用谢家然极大值法对小断面管道黄土隧道深浅埋划分结果合理,确定了小断面油气管道黄土隧道深浅埋分界范围:20.8~23.7 m,为(4.2~4.7)B(B为隧道开挖宽度);(2)根据既有大断面黄土隧道现场实测围岩荷载资料,对深浅埋荷载计算公式进行了相应修正,得到了适用于小断面油气管道黄土隧道的围岩松动荷载计算公式。
In order to determine the depth of shallow-deep burial and the loose load of surrounding rock of the loess in the small section of oil-gas pipeline tunnel,according to a number of test surrounding rock loose load of loess tunnel form Xi'an Zhengzhou high speed railway passenger dedicated line,the method of theoretical analysis and engineering analogy has been used.The results obtained are as follows:(1) The shallow-deep burial boundaries of the small section of oil and gas pipeline loess tunnel has determined by using the Xie Jiaxao maximum method.Shallow depth demarcation line of this type tunnel is 20.8~23.7m,for(4.2~4.7) B(B for the tunnel excavation width).(2) According to the surrounding rock load field test data of existing large section loess tunnel and the calculation formula of depth and buried load,the calculation formula of loose load of surrounding rock that is applicable to the small section oil and gas pipeline loess tunnel has been found.
In order to determine the depth of shallow-deep burial and the loose load of surrounding rock of the loess in the small section of oil-gas pipeline tunnel,according to a number of test surrounding rock loose load of loess tunnel form Xi'an Zhengzhou high speed railway passenger dedicated line,the method of theoretical analysis and engineering analogy has been used.The results obtained are as follows:(1) The shallow-deep burial boundaries of the small section of oil and gas pipeline loess tunnel has determined by using the Xie Jiaxao maximum method.Shallow depth demarcation line of this type tunnel is 20.8~23.7m,for(4.2~4.7) B(B for the tunnel excavation width).(2) According to the surrounding rock load field test data of existing large section loess tunnel and the calculation formula of depth and buried load,the calculation formula of loose load of surrounding rock that is applicable to the small section oil and gas pipeline loess tunnel has been found.
引文
[1]宋玉香,贾晓云,朱永全.地铁隧道竖向土压力荷载的计算研究[J].岩土力学,2007,28(10):2240-2244.SONG Yuxiang,JIA Xiaoyun,ZHU Yongquan.Study on vertical earth pressure calculation of metro tunnel[J].Rock and Soil Mechanics,2007,28(10):2240-2244.
[2]程小虎.土质隧道深浅埋分界的理论解析[J].地下空间与工程学报,2012,8(1):37-42.CHENG Xiaohu.Theoretical solution for the dividing depth of deep tunnel and shallow tunnel in earth[J].Chinese Journal of Underground Space and Engineering,2012,8(1):37-42.
[3]曲星,李宁.松散围岩竖向压力计算方法剖析及隧洞深浅埋划分方法研究[J].岩石力学与工程学报,30(增1):2749-2757.QU Xing,LI Ning.Analysis of calculation method of vertical pressure in loose rock mass and research on dividing line standard for deep-and shallow-buried tunnels[J].Chinese Journal of Rock Mechanics and Engineering,30(S1):2749-2757.
[4]毛峰.黄土隧道深浅埋分界方法研究[D].西安理工大学,2007.MAO Feng.The dividing line standard research of deep submersed tunnel and shallow submersed tunnel of loess tunnel[D].Xi'an University of technology,2007.
[5]王明年,郭军,罗禄森,等.高速铁路大断面黄土隧道深浅埋分界深度研究[J].岩土力学,2010,31(4):1157-1162.WANG Mingnian,GUO Jun,LUO Lusen,et al.Study of critical buried depth of large cross-section loess tunnel for high speed railway[J].Rock and Soil Mechanics,2010,31(4):1157-1162).
[6]杨建民,喻渝,谭忠盛,等.大断面深浅埋黄土隧道围岩压力试验研究[J].铁道工程学报,2009,(2):76-79.YANG Jianmin,YU Yu,TAN Zhongsheng,et al.Experimental research on the surrounding rock Pressure of large sectional loess tunnel under deep and shallow submersion[J].Journal of Railay Engineering Society,2009,(2):76-79).
[7]中华人民共和国行业标准编写组.TB 10003—2005铁路隧道设计规范[S].北京:中国铁道出版社,2005.The Professional Standards Compilation Group of People's Republic of China.TB 10003-2005 Code for design of railway tunnel[S].Beijing:China Railway Publishing House,2005.
[8]谢家然.浅埋隧道的地层压力[J].土木工程学报,1964,(6):58-70.XIE Jiaxiu.Earth pressure on shallow burial tunnel[J].China Civil Engineering Journal,1964,(6):58-70.
[2]程小虎.土质隧道深浅埋分界的理论解析[J].地下空间与工程学报,2012,8(1):37-42.CHENG Xiaohu.Theoretical solution for the dividing depth of deep tunnel and shallow tunnel in earth[J].Chinese Journal of Underground Space and Engineering,2012,8(1):37-42.
[3]曲星,李宁.松散围岩竖向压力计算方法剖析及隧洞深浅埋划分方法研究[J].岩石力学与工程学报,30(增1):2749-2757.QU Xing,LI Ning.Analysis of calculation method of vertical pressure in loose rock mass and research on dividing line standard for deep-and shallow-buried tunnels[J].Chinese Journal of Rock Mechanics and Engineering,30(S1):2749-2757.
[4]毛峰.黄土隧道深浅埋分界方法研究[D].西安理工大学,2007.MAO Feng.The dividing line standard research of deep submersed tunnel and shallow submersed tunnel of loess tunnel[D].Xi'an University of technology,2007.
[5]王明年,郭军,罗禄森,等.高速铁路大断面黄土隧道深浅埋分界深度研究[J].岩土力学,2010,31(4):1157-1162.WANG Mingnian,GUO Jun,LUO Lusen,et al.Study of critical buried depth of large cross-section loess tunnel for high speed railway[J].Rock and Soil Mechanics,2010,31(4):1157-1162).
[6]杨建民,喻渝,谭忠盛,等.大断面深浅埋黄土隧道围岩压力试验研究[J].铁道工程学报,2009,(2):76-79.YANG Jianmin,YU Yu,TAN Zhongsheng,et al.Experimental research on the surrounding rock Pressure of large sectional loess tunnel under deep and shallow submersion[J].Journal of Railay Engineering Society,2009,(2):76-79).
[7]中华人民共和国行业标准编写组.TB 10003—2005铁路隧道设计规范[S].北京:中国铁道出版社,2005.The Professional Standards Compilation Group of People's Republic of China.TB 10003-2005 Code for design of railway tunnel[S].Beijing:China Railway Publishing House,2005.
[8]谢家然.浅埋隧道的地层压力[J].土木工程学报,1964,(6):58-70.XIE Jiaxiu.Earth pressure on shallow burial tunnel[J].China Civil Engineering Journal,1964,(6):58-70.