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tunnel depth
相关语句
  隧道埋深
    Subsea tunnel is different from land tunnel and sea water level changes slightly relative to subsea tunnel depth.
    海底隧道不同于陆上隧道,海水位变化相对隧道埋深较小,隧道两端出口比海底部分要高,不能采用自然排水。
短句来源
    The research results show that: ①the present in-situ stress of tunnel axis is related to tunnel depth, strata, lithologic character and structural features, the maximum in-situ stress is about 40.0 MPa.
    研究结果表明 ,隧道轴线现代地应力状况与隧道埋深、地层岩性及构造发育程度有关 ,最大地应力为40 0MPa左右 ;
短句来源
    ③displacement of horizontal convergence and settlement vary linearly with tunnel depth.
    隧道水平收敛和拱顶下沉位移与隧道埋深近于成直线关系。 这些研究结果为深埋长隧信息化设计和施工以及围岩稳定性分析提供了科学依据。
短句来源
    The shape of the trough, the relationship betw een trough and depth of tunnel, trough evolvement with time and relationship bet ween trough wide coefficient and tunnel depth and time are profoundly researched mainly using the methods of statistics, fitting, comparison and drawing etc. Fr om which the conclusions which are of important guidance to soft soil area are obtained.
    通过统计、拟合、对比及作图等方法 ,对沉降槽的形状、沉降槽与隧道埋深的关系、沉降槽随时间的演变以及沉降槽宽度系数与埋深和时间的关系进行了深入的研究 ,得出了在软土地区具有重要指导意义的结论。
短句来源
  隧道埋深
    Subsea tunnel is different from land tunnel and sea water level changes slightly relative to subsea tunnel depth.
    海底隧道不同于陆上隧道,海水位变化相对隧道埋深较小,隧道两端出口比海底部分要高,不能采用自然排水。
短句来源
    The research results show that: ①the present in-situ stress of tunnel axis is related to tunnel depth, strata, lithologic character and structural features, the maximum in-situ stress is about 40.0 MPa.
    研究结果表明 ,隧道轴线现代地应力状况与隧道埋深、地层岩性及构造发育程度有关 ,最大地应力为40 0MPa左右 ;
短句来源
    ③displacement of horizontal convergence and settlement vary linearly with tunnel depth.
    隧道水平收敛和拱顶下沉位移与隧道埋深近于成直线关系。 这些研究结果为深埋长隧信息化设计和施工以及围岩稳定性分析提供了科学依据。
短句来源
    The shape of the trough, the relationship betw een trough and depth of tunnel, trough evolvement with time and relationship bet ween trough wide coefficient and tunnel depth and time are profoundly researched mainly using the methods of statistics, fitting, comparison and drawing etc. Fr om which the conclusions which are of important guidance to soft soil area are obtained.
    通过统计、拟合、对比及作图等方法 ,对沉降槽的形状、沉降槽与隧道埋深的关系、沉降槽随时间的演变以及沉降槽宽度系数与埋深和时间的关系进行了深入的研究 ,得出了在软土地区具有重要指导意义的结论。
短句来源
  “tunnel depth”译为未确定词的双语例句
    Based on the characteristics of the DOT shield tunnel construction,the soil surface settlement was studied using the method of the displacement overlapping. The relationship between the soil surface settlement and the tunnel depth,the tunnel diameter and the gap parameter was also derived.
    基于双圆盾构隧道的施工特点,通过计算圆形盾构的土体地表沉降,运用土体位移叠加法,研究了双圆盾构隧道引起的土体地表沉降的特性,建立了双圆盾构隧道直径、埋深和地层损失等因素与土体地表沉降的关系。
短句来源
查询“tunnel depth”译词为用户自定义的双语例句

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  tunnel depth
The minimum ground effective tangential stresses at the ground-liner interface increase with the relative stiffness of the liner, with the coefficient of earth pressure at rest, and with tunnel depth.
      
Effect of tunnel depth on modulus of deformation of rock mass
      
Nevertheless, it can decrease with a correct femoral tunnel depth and an operative knee flexion over 130°, in order to move LCL insertion and posterior cortical wall away.
      
We do not recommend using any artificial bone for adjustment of the recipient tunnel depth.
      
This tappet is also equipped with a length scaling for exact measurement of the tunnel depth.
      
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Combined a deep-long tunnel informalization construction in the west area, the in-situ stress, surrounding rock stress and displacement of this tunnel are studied by using elasto-plastic finite element numerical modeling. The research results show that: ①the present in-situ stress of tunnel axis is related to tunnel depth, strata, lithologic character and structural features, the maximum in-situ stress is about 40.0 MPa. ②the stress of surrounding rock is maximum at the bottom of curve wall, the value...

Combined a deep-long tunnel informalization construction in the west area, the in-situ stress, surrounding rock stress and displacement of this tunnel are studied by using elasto-plastic finite element numerical modeling. The research results show that: ①the present in-situ stress of tunnel axis is related to tunnel depth, strata, lithologic character and structural features, the maximum in-situ stress is about 40.0 MPa. ②the stress of surrounding rock is maximum at the bottom of curve wall, the value is about 38.0 MPa, the affecting scope of rock stress caused by excavation is about 25.0m. ③displacement of horizontal convergence and settlement vary linearly with tunnel depth.

结合西部地区某深埋长大公路隧道信息化施工 ,对深埋长隧地应力演化及围岩应力位移进行了弹塑性有限元数值模拟研究。研究结果表明 ,隧道轴线现代地应力状况与隧道埋深、地层岩性及构造发育程度有关 ,最大地应力为40 0MPa左右 ;隧道周边围岩应力在曲边墙底部最大 ,约 3 8 0MPa ,隧道开挖引起的围岩应力影响范围约 2 5 0m ;隧道水平收敛和拱顶下沉位移与隧道埋深近于成直线关系。这些研究结果为深埋长隧信息化设计和施工以及围岩稳定性分析提供了科学依据。

The analytical solution to ground reaction curve of surrounding rock can only be obtained for a circular tunnel; the horseshoe-shaped tunnel, therefore, has to be converted to a circular one. In addition, there are other difficulties such as the determination of initial ground data, initial geostress field and displacement, so it is difficult to design a regular tunnel lining, especially a standard tunnel lining, with the convergence-confinement design method. In the paper, the ground...

The analytical solution to ground reaction curve of surrounding rock can only be obtained for a circular tunnel; the horseshoe-shaped tunnel, therefore, has to be converted to a circular one. In addition, there are other difficulties such as the determination of initial ground data, initial geostress field and displacement, so it is difficult to design a regular tunnel lining, especially a standard tunnel lining, with the convergence-confinement design method. In the paper, the ground reaction curves of single and double track standard railway tunnels are drawn for different surrounding rock classification and tunnel depths. Furthermore, the variation rules of ground curve of surrounding rock are analyzed for different surrounding rock classification, tunnel depths, tunnel shapes and sizes. It is of practical significance for the application of the convergence-confinement method to the design of railway tunnel lining.

由于围岩特性曲线中只有圆形坑道才有解析解,对马蹄形坑道只能近似地将其转换成圆形[1],加上其它因素,如围岩原始数据、原始应力场、初始位移等的确定问题,使得特征曲线法在一般衬砌设计,特别是衬砌标准图设计中难以应用。笔者采用弹塑性有限元方法绘制了不同埋深、各种围岩级别下的铁路标准设计单、双线毛洞的围岩特征曲线,得出不同围岩级别、不同埋深、不同洞形和尺寸下围岩特性曲线的变化规律。对特性曲线法在隧道衬砌设计中的应用有实际意义。

This paper analyzes the characteristics of settlement trough induced by shield construction in soft soil area in Shangha i based on test data in situ.The shape of the trough, the relationship betw een trough and depth of tunnel, trough evolvement with time and relationship bet ween trough wide coefficient and tunnel depth and time are profoundly researched mainly using the methods of statistics, fitting, comparison and drawing etc. Fr om which the conclusions which are of important guidance to soft soil...

This paper analyzes the characteristics of settlement trough induced by shield construction in soft soil area in Shangha i based on test data in situ.The shape of the trough, the relationship betw een trough and depth of tunnel, trough evolvement with time and relationship bet ween trough wide coefficient and tunnel depth and time are profoundly researched mainly using the methods of statistics, fitting, comparison and drawing etc. Fr om which the conclusions which are of important guidance to soft soil area are obtained.

根据实测资料 ,分析了上海软土地区盾构隧道施工时所形成的沉降槽的特征。通过统计、拟合、对比及作图等方法 ,对沉降槽的形状、沉降槽与隧道埋深的关系、沉降槽随时间的演变以及沉降槽宽度系数与埋深和时间的关系进行了深入的研究 ,得出了在软土地区具有重要指导意义的结论。

 
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