| 深埋单线铁路隧道衬砌高水压分界值研究 |
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| 引用本文： | 高新强,仇文革.深埋单线铁路隧道衬砌高水压分界值研究[J].岩土力学,2005,26(10):1675-1680. |
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| 作者姓名： | 高新强 仇文革 |
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| 作者单位： | 西南交通大学 土木工程学院，成都 610031 |
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| 基金项目： | 铁道部科技发展计划项目(No.2001G009-2)，西南交通大学博士研究生创新基金项目。 |
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| 摘 要： | 作用在隧道衬砌上的水压力多大称为高水压？隧道工程界一直没有明确的分界值。以单线铁路隧道标准设计图为基础，以不用改变标准设计断面形状为原则，采用平面有限元方法计算和分析了衬砌的安全系数能否满足规范要求，研究了隧道衬砌高水压分界值。研究结果表明：单线铁路隧道直墙式衬砌高水压第一分界值为0.05～0.10 MPa，第二分界值为 0.18 MPa；曲墙式衬砌高水压第一分界值为0.20 MPa，第二分界值为0.40 MPa。水压力较大时，水压力成为衬砌结构上的主要荷载，高水压力分界值与围岩级别的关系不大，而与衬砌断面形状关系密切，曲墙式衬砌承受水压力的能力远远超过直墙式衬砌。单线铁路隧道按标准设计断面如果要承受水压也是有限的，超过40 m的静水头最好采取其它优化型式的断面。
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| 关 键 词： | 铁路隧道 衬砌结构 高水压分界值 |
| 文章编号： | 1000-7598-（2005）10-1675-06 |
| 收稿时间： | 2004-09-30 |
| 修稿时间： | 2005-01-13 |
Research on the boundary value of high hydraulic pressure upon lining in deep-lying single-track railway tunnel |
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| GAO Xin-qiang,QIU Wen-ge.Research on the boundary value of high hydraulic pressure upon lining in deep-lying single-track railway tunnel[J].Rock and Soil Mechanics,2005,26(10):1675-1680. |
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| Authors: | GAO Xin-qiang QIU Wen-ge |
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| Institution: | School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China |
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| Abstract: | How much of hydraulic pressure value upon lining may be intituled high hydraulic pressure? Now, there isn’t clear boundary value in the field of tunnel engineering. The boundary value of high hydraulic pressure was researched by calculating and analyzing the safety factor of lining whether achieving the railway tunnel design code requirement or not, using plane FEM based on standard design drawings of single-track railway tunnel, needn’t change the shape of standard design cross-section as principle. The results show that in single-track railway tunnel, the first boundary value of high hydraulic pressure upon upright wall lining is 0.05－0.10 MPa and the second boundary value is 0.18 MPa; The first boundary value of high hydraulic pressure upon curved wall lining is 0.20 MPa and the second boundary value is 0.40 MPa. Hydraulic pressure is the main load upon lining when its value is higher. The boundary value of high hydraulic pressure is rarely related to the surrounding rock classification but is closely related to the shape of lining section. Curved wall lining’s capacity hydraulic pressure bearing is far higher than upright one. The capacity hydraulic pressure bearing of standard design section in single-track railway tunnel is limited. Other optimized sections should be used when static head is higher than 40m. |
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| Keywords: | railway tunnel lining boundary value of high hydraulic pressure |
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