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More and more multiple-track tunnels and super-large section tunnels have been built, and disman- tling of temporary strut is a weak point of the whole structure during force transfer when the secondary lining is con- structed. It is significant to guarantee structure safety during dismantling of temporary strut. Little systematic re- search on safety in dismantling of temporary strut of the super-large section tunnel with double-layer primary support has been conducted, so the internal force and security of the two-layer primary support of the Xinkaotang tunnel were analyzed by a numerical analysis and site measurement, and it proves the effect of two-layer primary support on the safety during strut dismantling. The research results indicate that: (1) with constant support thickness and one-time longitudinal dismantling length, the safety factor of secondary primary support is larger than that of the first primary support, and the safety factor of the first primary support is larger than that of the single-layer primary support. Change range of safety factor for the first primary support is smaller than that of the single-layer primary support, and the safe factor for the single-layer primary support is smaller than that of the secondary primary support; (2) with the same support pattern, the safety factors increase firstly and then decrease with an increase of the onetime dismantling length. The calculated results of various cases show that the reasonable one-time dismantling length for this project is about 9 m. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved. 相似文献
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In this paper the numerical simulation analysis of the effect of explosion in the gas pipeline compartment of a utility tunnel on neighboring metro tunnels was conducted using the software AUTODYN. The results show that the TNT equivalent in a fireproof partition with length of 200 m is 41.6 kg when the gas concentration in the gas pipeline compartment reaches 10%; the blast wave has much effect on the crown and arch waist of the round metro tunnel and it’s necessary to take some protective measures in both areas; when the surrounding soil is sand, the utili- ty tunnel is above the round metro tunnel and their alignments are in the same direction, the greater the vertical spacing between the utility tunnel and the metro tunnel, the smaller the effect of the blast wave on the metro tunnel; when the vertical spacing is 7.2 m, the maximum dynamic tensile stress is 1.86 MPa (including the static stress value of 1 MPa in the tunnel segment) and it is slightly smaller than the designed tensile strength of metro tunnel (about 1.89 MPa). The maximum vibration velocity and the maximum displacement meet the structural stability require- ments, so it is suggested the vertical spacing between the utility tunnel and metro tunnel shall not be less than 7.2 m. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved. 相似文献
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Defects of tunnel lining, such as inadequate thickness, voids, cracks, rock falling and water leakage etc., endanger the safety of railway tunnel operation. Based on the site construction, an analysis of the reasons for lining defects was conducted; technical measures against lining defects were proposed and tests were carried out at site. The results show that these measures are reliable and effective, and the purposes of prevention and treatment are re⁃ alized. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved. 相似文献
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高速列车噪声源声功率与速度的函数关系 总被引:1,自引:1,他引:0
为了解决既有对数经验公式无法拟合高速列车显著声源贡献率与速度的函数关系这一问题,使用轮辐声阵列进行高速列车车外声源识别试验;根据显著声源位置对列车表面进行区域划分,量化分析显著声源区域的声功率级和声功率贡献率与速度之间的关系;在既有对数经验公式的基础上,根据不同种类噪声声功率随速度的变化特性,建立新的拟合公式;结合列车噪声测试数据对新的拟合公式进行验证. 研究结果表明:列车以350 km/h运行时,下部区域对列车总辐射噪声的贡献率占70%以上,升弓区域对局部区域声功率的影响最显著,超过50%;随着速度的增长,下部区域的贡献率逐渐减小,弓网区域逐渐增大,显著声源区域的贡献率变化先快后慢,最后趋于稳定;利用新的拟合方法得出,列车声源区域的声功率级和声功率贡献率与速度的拟合度基本都在0.9以上. 相似文献
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介绍一种快速卡尔曼滤波算法,对于一般的递归最小二乘自适应算法(RLS算法)来说有着更快的计算速度,同最小均方自适应算法(LMS算法)相比计算量差不多,该算法用统计模型(时间序列)来代替状态方程,大大减少了算法的复杂度,在速度估计的时候采用时间序列模型方法进行速度估计,通过Matlab仿真,证明在一定情况下此方法有效、可行。 相似文献
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