基于围岩损伤的复合式TBM与既有钻爆法隧道的近接分区
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- 英文论文题名：Adjacent Partition of Compound TBM and Existing Drilling and Blasting Method Tunnel Based on Surrounding Rock Damage
- 论文作者：张忠刚 ; 马兴叶 ; 臧熙玮 ; 覃亮
- 英文论文作者：ZHANG Zhonggang ; MA Xingye ; ZANG Xiwei ; QIN Liang ; Erchu Co. ; Ltd of China Rail Way Tunnel Group ; School of Civil Engineering ; Southwest Jiaotong University ; China Railway four Bureau Group Fifth Engineering Co. ; Ltd. ; China Railway 3rd Bureau Group Second Engineering Co.Ltd.
- 年：2016
- 作者机构：中铁隧道集团二处有限公司;西南交通大学土木工程学院;中铁四局集团第五工程有限公司;中铁三局集团第二工程有限公司;
- 论文关键词：爆破 ; 数值模拟 ; 围岩损伤 ; 近接分区
- 英文论文关键词：Blast ; Numerical simulation ; Surrounding rock damage ; Adjacent partition
- 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：U455.41
- 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：8
- 文件大小：2645k
- 原文格式：O
- 会议级别：全国
摘要
如何确定正确合理的近接范围对实际工程具有重要的意义。钻爆法隧道开挖时对周围围岩已产生了一定的损伤,在进行复合式TBM与既有钻爆法隧道近接分区时必须考虑这种损伤。本文依托重庆轨道交通五号线歇台子~石桥铺区间,通过数值分析,得到了围岩爆破以及TBM施工时的损伤。并在围岩损伤的基础上,综合考虑塑性区、摩尔-库伦准则对复合式TBM与既有钻爆法隧道进行了近接分区。结果表明,钻爆法隧道爆破破碎区半径大约为0.063 m,裂隙区半径大约为1.22 m,TBM施工隧道裂隙区大约为0.68 m;复合式TBM与既有钻爆法的近接分区为:强弱影响范围大部分在1.5D(D为钻爆法隧道等效直径)的范围内,超过1.5D为无影响区。基于研究成果对歇台子-石桥铺区间进行了分区,并对既有隧道及新建隧道设计与施工提出了建议。
Determining the reasonable adjacent partition has important significance to the actual project.Some damage has been caused to surrounding rock during the tunnel excavation,which must be taken into account in the Adjacent partition of compound TBM and existing drilling and blasting method tunnel.This paper is based on the Chongqing Rail Transit Line No.5 from Xietaizi to Shiqiaopu,by means of numerical analysis,the damage range of surrounding rock blasting is obtained.Based on the damage of surrounding rock,in the comprehensive consideration of the mohr-coulomb criterion,the plastic zone,adjacent partition of compound TBM and existing drilling and blasting method tunnel are obtained.The results show that the drilling and blasting method of tunnel blasting zone radius is about 0.063 m,the radius of fracture zone is about 1.22 m.The Adjacent partition of compound TBM and existing drilling and blasting method tunnel is:The extent of the impact of the strong and weak in the range of 1.5D,More than 1.5D is no affected area.The results applied to the Xietaizi to Shiqiaopu section.Some suggestions for the design and construction of the existing tunnel and the new tunnel are put forward.
Determining the reasonable adjacent partition has important significance to the actual project.Some damage has been caused to surrounding rock during the tunnel excavation,which must be taken into account in the Adjacent partition of compound TBM and existing drilling and blasting method tunnel.This paper is based on the Chongqing Rail Transit Line No.5 from Xietaizi to Shiqiaopu,by means of numerical analysis,the damage range of surrounding rock blasting is obtained.Based on the damage of surrounding rock,in the comprehensive consideration of the mohr-coulomb criterion,the plastic zone,adjacent partition of compound TBM and existing drilling and blasting method tunnel are obtained.The results show that the drilling and blasting method of tunnel blasting zone radius is about 0.063 m,the radius of fracture zone is about 1.22 m.The Adjacent partition of compound TBM and existing drilling and blasting method tunnel is:The extent of the impact of the strong and weak in the range of 1.5D,More than 1.5D is no affected area.The results applied to the Xietaizi to Shiqiaopu section.Some suggestions for the design and construction of the existing tunnel and the new tunnel are put forward.
引文
[1]李曙光,冯小玲,方理刚.盾构法地铁隧道施工数值模拟[J].铁道标准设计,2009,(3):86-87.LI Shuguang,FENG Xiaoling,FANG Ligang.Numerical simulation of shield tunneling construction[J].Railway Standard Design,2009,(3);86-67.
[2]方勇,何川.盾构法修建正交下穿地铁隧道对上覆隧道的影响分析[J].铁道学报,2007,29(2):83-88.FANG Yong,HE Chuan.Analysis of Influence of Undercross-ing Subway Shield Tunneling Construction on the Overlying Tunnel[J].Journal of the China Railway Society,2007,29(2):83-88.
[3]张海波,殷宗泽,朱俊高.地铁隧道后构法施工过程中地层变位的三维有限元模拟[J].岩石力学与工程学报,2005,24(5):755-760.ZHANG Haibo,Ying Zongze,ZHU Jungao.3D Finite Element Simulation On Deforma-tion of Soil Mass During Shield Tunneling[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(5):755-760.
[4]王明年,潘晓马,张成满,等.邻近隧道爆破振动响应研究[J].岩土力学,2004,25(3):412-414.WANG Mingnian,PAN Xiaoma,ZHANG Chengman,et al.Study of blasting vibration influence on close-spaced tunnel.Rock and Soil Mechanics,2004,25(3):412-414.
[5]刘大刚,陶德敬,王明年.地铁双隧道施工引起地表沉降及变形的随机预测方法[J].岩土力学,2008,29(12):3422-3426.LIU Dagang,TAO Dejing,WANG Mingnian.Stochastic method for predicting ground surface settlement and deformation induced by metro double tube tunneling[J].Rock and Soil Mechanics,2008,29(12):3422-3426.
[6]赵东平,王明年.小净距交叉隧道爆破振动响应研究[J].岩土工程学报,2007,29(1):116-119.ZHAO Dongping,WANG Mingnian,Study on influence of blasting vibration on cross tunnels with small clearance[J].Chinese Journal of Geotechnical Engineering,2007,29(1):116-119.
[7]李文富.硬岩隧洞小导洞法超前爆破开挖施工技术[J]现代隧道技术,2013,50(6):169-173.LI Wenfu.Advance Blasting Excavation Techniques for Small Pilot Headin-gsin Hard Rock Tunnels[J].Modern Tunnelling Technology,2013,50(6):169-173.
[8]薛备芳.掘进机开挖法与钻爆法对围岩稳定性影响.[J]水利电力施工机械,1995,17(4):16-17.XUE Beifang.Influence of excavation method and drilling blast-ing method on stability of surrounding rock[J].Power Generation&Air Condition,1995,17(4):16-17.
[9]金烨.敞开式TBM施工围岩稳定性及支护参数研究.[D].成都:西南交通大学土木工程学院,2007.JIN Ye.Study On Surrounding Rockmass Stability And Support Parameter By Open Type TBM Excavtion[D].Cheng-du:School of civil engineering,Southwest Jiao Tong University,2007.
[10]潘昌实.隧道力学数值方法[M].北京:中国铁道出版社,1995:72-73.PAN Changshi.Numerical method of Tunnel Mechanics[M].Beijing:China Railway Publishing House,1995:72-73.
[11]王明年,张晓军,苟明中等.盾构隧道掘进全过程三维模拟方法及重叠段近接分区研究[J].岩土力学,2012.WANG Mingnian,ZHANG Xiaojun,GOU Mingzhong.Method of three-dimensional simulation for shield tunneling process and study of adjacent partition of overlapped segment[J].Rock and Soil Mechanics,2012
[2]方勇,何川.盾构法修建正交下穿地铁隧道对上覆隧道的影响分析[J].铁道学报,2007,29(2):83-88.FANG Yong,HE Chuan.Analysis of Influence of Undercross-ing Subway Shield Tunneling Construction on the Overlying Tunnel[J].Journal of the China Railway Society,2007,29(2):83-88.
[3]张海波,殷宗泽,朱俊高.地铁隧道后构法施工过程中地层变位的三维有限元模拟[J].岩石力学与工程学报,2005,24(5):755-760.ZHANG Haibo,Ying Zongze,ZHU Jungao.3D Finite Element Simulation On Deforma-tion of Soil Mass During Shield Tunneling[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(5):755-760.
[4]王明年,潘晓马,张成满,等.邻近隧道爆破振动响应研究[J].岩土力学,2004,25(3):412-414.WANG Mingnian,PAN Xiaoma,ZHANG Chengman,et al.Study of blasting vibration influence on close-spaced tunnel.Rock and Soil Mechanics,2004,25(3):412-414.
[5]刘大刚,陶德敬,王明年.地铁双隧道施工引起地表沉降及变形的随机预测方法[J].岩土力学,2008,29(12):3422-3426.LIU Dagang,TAO Dejing,WANG Mingnian.Stochastic method for predicting ground surface settlement and deformation induced by metro double tube tunneling[J].Rock and Soil Mechanics,2008,29(12):3422-3426.
[6]赵东平,王明年.小净距交叉隧道爆破振动响应研究[J].岩土工程学报,2007,29(1):116-119.ZHAO Dongping,WANG Mingnian,Study on influence of blasting vibration on cross tunnels with small clearance[J].Chinese Journal of Geotechnical Engineering,2007,29(1):116-119.
[7]李文富.硬岩隧洞小导洞法超前爆破开挖施工技术[J]现代隧道技术,2013,50(6):169-173.LI Wenfu.Advance Blasting Excavation Techniques for Small Pilot Headin-gsin Hard Rock Tunnels[J].Modern Tunnelling Technology,2013,50(6):169-173.
[8]薛备芳.掘进机开挖法与钻爆法对围岩稳定性影响.[J]水利电力施工机械,1995,17(4):16-17.XUE Beifang.Influence of excavation method and drilling blast-ing method on stability of surrounding rock[J].Power Generation&Air Condition,1995,17(4):16-17.
[9]金烨.敞开式TBM施工围岩稳定性及支护参数研究.[D].成都:西南交通大学土木工程学院,2007.JIN Ye.Study On Surrounding Rockmass Stability And Support Parameter By Open Type TBM Excavtion[D].Cheng-du:School of civil engineering,Southwest Jiao Tong University,2007.
[10]潘昌实.隧道力学数值方法[M].北京:中国铁道出版社,1995:72-73.PAN Changshi.Numerical method of Tunnel Mechanics[M].Beijing:China Railway Publishing House,1995:72-73.
[11]王明年,张晓军,苟明中等.盾构隧道掘进全过程三维模拟方法及重叠段近接分区研究[J].岩土力学,2012.WANG Mingnian,ZHANG Xiaojun,GOU Mingzhong.Method of three-dimensional simulation for shield tunneling process and study of adjacent partition of overlapped segment[J].Rock and Soil Mechanics,2012
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