排序方式： 共有23条查询结果，搜索用时 125 毫秒
1.
介绍了盾构隧道管道穿越特大型河流地质勘察在方案设计、初步设计、施工图设计和施工印证勘察四个阶段中的勘察项目和方法,详细说明了盾构穿越断面所通过的崩塌性沙层、高水压区的含卵石砾层、软弱粉质粘土层、含有缺氧层和有害气体等特殊地层的勘察内容和要求. 相似文献
2.
Based on complex variable theory in plane elasticity, the equivalent spring stiffness is derived from the analytical solution by means of simplifying shallow shield tunneling to semi-infinite plane with hole, which is applied to response displacement method. The performances of the analytical solution are evaluated and compared with that of the deep shield tunneling through a series of selected various tunnel depths and soil Poisson's ratios. The relation of compression and shear spring stiffness is discussed. Meanwhile, two factors affected soil spring stiffness, tunnel depth and soil Poisson's ratio, are also analyzed. It is shown that soil spring stiffness of shallow shield tunneling is different from that of deep shield tunneling, and the ratio of compression and shear spring stiffness varies along shallow shield tunneling. It is also found that the value and distribution law of soil spring stiffness of shallow shield tunneling greatly depend on tunnel depth and soil Poisson's ratio. 相似文献
3.
Based on the stochastic medium theory, influence on the surrounding rock and soil by tunnel excavation was studied. formula for predicting movement and deformation of rock and soil mass caused by tunnelling were deduced. And especially for the tunnel with circular arch section, half analytic solution for this problem was put forward. Furthermore, a program was developed to compute the movement and deformation of the rock and soil mass resulted from excavation. The deformation failure criterion of stochastic medium for estimating the surroundings safety was provided and was applied in an engineering example, which proved that the results of the research were reasonable and significant for the tunnel safety construction. 相似文献
4.
For the large span and flat, together with the interaction effect of construction and disturbance of surrounding rock, the mechanical of large span and flat multi arch tunnel is very complicated, and the time space effect is different from that of two lane multi arch tunnel or separated tunnel. Adopting the “CTSSSRH”, the 3 D dynamic process of the tunnel construction was simulated. Analyzing the rule of surrounding rock displacement and stress with excavation, the time space effect of large span and flat multi arch tunnel was proposed. 相似文献
5.
针对小断面盾构隧道直径小、无法采用大型机械设备挖掘清理的实际情况,借鉴盾构机泥水加压平衡模式原理,以某小断面盾构隧道塌方清理为工程背景,探讨了小断面盾构隧道塌方清理技术,制定了用水搅拌淤砂后由泵抽吸至地面泥水分离设备,析出淤砂后的水再返回隧道循环使用的清理方案,包括竖井抽水、隧道排水、隧道上下行段排砂以及设置隧道口安全门等措施.该技术适用于固体颗粒分布不均匀,固相含量较高的清理物,以及环境湿度95％、温度-20～50℃的工况,人工与补水需求量低,对于类似空间受限环境下的清理作业,具有较强的适用性和借鉴性. 相似文献
6.
The tunneling-current signals which acquired by STM,include both the sample's molecular structure and the dynamic characteristics of STM system.The Short Time Fourier Transform(STFT) is utilized to estimate the power spectral density(PSD)of the tunneling-current signals and the data's feature vector was extracted in the frequency space.The results obtained by PSD estimation reveal that spectral-space-based feature vector can distinguish the interference from power line(50 Hz),and it can explain and analyze the dynamic characteristics of STM efficiently by using a damped harmonic oscillator model.Meanwhile,the recognition is helpful in the control of the practice scanning condition of STM and the 3-D recreation for the images of STM. 相似文献
7.
Aimed at the problem of the in partial section of the Nanjing Metro Line 3, the three-dimensional pattern of tunnel, segment and pile foundation was established after appropriate simplification. The simulation results showed that, the Overpass pile foundation of Shield Tunneling to Adjacent Metro Shield Tunnel will have effect on the force and deformation of the earth's surface and pile foundation, the maximum deformation value of the earth's surface is larger than that of the pile foundation top, stress concentration appeared in right working slope lower side segment of tunnel. Through the comparison with field monitoring results, the field dates is consistent with the Numerical Simulation Results, the execution parameters are advised to be well controlled in the further construction, in the same time strengthing the track monitoring, tracking grouting reinforcement should be carried when necessary. The research results could provide reference for the smooth going of the project. 相似文献
8.
宋涛 《农业机械化与电气化》2010,(8):54-56
介绍TBM施工掘进的3种模式及其适用情况,提出不同围岩条件下TBM施工掘进的最佳参数。并以2005年12月辽宁省大伙房水库的TBM施工为例,指出施工进程中应注意的事项,旨在为提高施工质量提供参考。 相似文献
9.
利用量子隧穿理论研究了磁性半导体隧道结中自旋输运的偏压影响,分别讨论了自旋注入源是铁磁金属和铁磁半导体两种情况下,磁性半导体隧道单结中自旋注入效率对偏压的依赖关系。数值计算表明,增加偏压对于提高单结的自旋注入效率是有利的,但会降低单结或由两个磁性隧道单结组成的双结的隧道磁阻(TMR)。数值计算还发现对于磁性隧道双结在顺序隧穿和两边势垒对称的情况下成立的关系式TMR=η2(η为单结自旋注入效率)在有限偏压下不再成立,这些数值结果与实验一致。 相似文献
10.
The STM three dimensions surface shape appearance figure and scanning tunneling spectrum(STS) of nano-meter diamond are obtained by STM.IPC-205B developed by the authors.Insulator diamond films being transacted into nano-meter diamond particles,the STM three dimensions surface shape appearance figure of nano-meter diamond is gotten under a certain bias voltage.Then nano-meter diamond microstructure is observed.And the STS of nano-meter diamond is gained.Also it exhibits the energy gap breadth of nano-meter diamond.At the same time,the STS and conductive mechanism are analyzed.STM/STS studies can not only explain the spectrum study mechanism of conductive capability of nano-meter diamond and expand application field of STM,but also they may act as the important study means for nanometer crystal particles structure and energy spectrun character analyse after insulated material turns into nanometer crystal particles. 相似文献