地铁联络通道涌水涌砂治理技术研究

针对西安地铁联络通道施工过程中出现的涌水涌砂情况,从地层、坑底突涌稳定性验算,旋喷桩加固、降水井施工等多方面进行了分析,并制定了相应的方案,即通过初支加固、涌水点多次反压,增设降水井、组合浆液注浆、监测等方式进行处理,涌水得到了有效控制,并确保了后续未完成工程的安全。     

Sea state estimation based on vessel motion responses: Improved smoothness and robustness using Bézier surface and L1 optimization

Floating structures oscillate in waves, where these wave-induced motions may be critical for various marine operations. An important consideration is thereby given to the sea states at the planning and operating stages for an offshore project. The most important information extracted from a sea state is the directional wave spectrum, indicating wave direction, significant wave height, and wave spectrum peak period. Among several available methods of measuring and estimating the directional wave spectrum, the wave buoy analogy technique based on vessel motion responses is an in situ and almost real-time solution without extra costs of devices. If the forms of the wave spectra are not predefined in the estimation, the method is called a nonparametric approach. Its most remarkable advantage is the flexible form, but the smoothness should be regulated. After the discrete Fourier transform has been applied to the measured vessel motions, smoothing is necessary. However, this process results in disturbed vessel cross-spectra and a lowpass characteristic of the windowing function. This paper presents a nonparametric approach for directional wave spectrum estimation based on vessel motion responses. It introduces novel smoothness constraints using Bézier surface and includes a more robust estimate using L1 optimization. Both techniques are applied to the wave buoy analogy for the first time. Numerical simulations are conducted to verify the proposed algorithm.     

基于轨道极限状态法的过渡板受力分析和配筋设计研究

京张高铁官厅水库特大桥为简支拱型大跨度钢桁梁桥,为防止梁端转角或错台量过大,降低梁端扣件系统受力,梁缝处设计采用了过渡板结构。为保证过渡板设计合理性和安全性,建立过渡板有限元实体模型进行受力分析,并首次运用轨道极限状态法对过渡板结构进行配筋设计。分析表明:(1)温度梯度作用对过渡板(420 mm厚)受力影响较大,在设计荷载中占据主导因素,在正温度梯度下,过渡板底部弯矩达到124.155 kN·m/m;(2)过渡板底部纵向弯矩在荷载基本组合作用下达到最大值,且实配配筋率最大,配筋时应注意以裂缝宽度为控制指标进行设计。     

浅谈液态粉煤灰灌注台背施工工艺

介绍了为保证台背回填质量,防止台背沉陷或跳车,在地形受限制的地方,采用液态粉煤灰灌注台背的施工工艺,对这项施工工艺的方法、步骤和注意事项进行了详细的阐述。     

钱塘江隧道车道宽度设置分析

受机械设备等条件的限制,钱塘江隧道横断面宽度拟采用12.5m,在车道布局中决定其中一个行车道宽度为3.5m.在研究车道宽度设置原理的基础上,结合国内外文献的综述和典型案例进行分析,证明这样设计是安全可行的.     

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本文建立了动态用户最优（DUO）配流问题的双层变分不等式（VI）模型，该模型能够同时选择出发时间和路径，使得乘客在任意时刻都能够选择负效用最小的出发时刻和阻抗最小的路径。文中用基于混沌优化分析的算法来求解这个双层变分不等式模型，其结果不仅能够告诉出行者应该在什么时刻出发，而且还能够计算每个小时段的路段流入率、流出率及路段流量，从而达到对行人进行诱导的目的。     

二粒子纠缠态的隐形传态的三种方案

提出3种利用2个二粒子纠缠态作为量子通道,来传输一个未知的二粒子纠缠态的方案。首先考虑使用最大纠缠态作为量子通道,然后考虑使用非最大纠缠态。发现在使用非最大纠缠态作为量子通道时,通过引进一个辅助粒子,并构造一个幺正变换矩阵,即可以一定的几率完成二粒子纠缠态的隐形传输。     

A Constrained Controller Based on State Estimation

IntroductionIn practice, owing to the limitations of actua-tors and other physical properties, the inputs of asystem are often subject to constraints. It has sig-nificant theoretical and engineering values to inves-tigate the control of constrained systems. In thepast years, many attempts have been made on thisissue[1-5]. For a class of uncertain constrained dis-crete-time systems, Kothare, et al[4]proposed anonline receding predictive control algorithm. Byanalyzing the degradation condition …     

地铁区间隧道水平旋喷预加固效果数值模拟

为了解水平旋喷桩预加固隧道围岩的力学效果，针对深圳地铁大剧院—科学馆区间隧道水平旋喷预加固工程实例，将旋喷桩简化为厚0．5m的预支护结构，借助三维弹塑性有限元程序，对有无水平旋喷桩加固时隧道开挖引起的变形进行了对比分析．分析结果表明，隧道施工过程中，有旋喷桩时，拱顶和地表最大沉降减小50％左右，洞周塑性区范围大大缩小。     

复合主拱圈加固双跨空腹式石拱桥应用与研究

结合贵州省兴义市楼下长征桥（双跨空腹式石拱桥）加固项目,采用＂钢筋混凝土复合主拱圈＂加固技术提高旧桥承载能力。综合运用＂极限状态法＂和＂容许应力法＂评价加固后桥梁承载能力,从而对加固修复中、小跨径旧石拱桥,延长桥梁使用寿命,具有重要的现实指导意义。