深长挖方路段地下排水方案研究

在深长挖方路段中,地下水的存在状态和输移会严重影响路基路面结构层功能,常常造成边坡垮塌、路基沉陷、路面结构层破坏.地下排水、防水设计是解决这一问题的有效手段,本文分析了相关技术手段以及适用条件,可用于指导工程实践.     

铁路客运站站场边界噪声污染规律研究

通过对通辽站站场边界噪声测量以及对测量结果的分析,初步了解了铁路客运站站场边界噪声污染规律:垂直断面噪声分布是一条外凸曲线;水平面噪声分布呈驼峰状;在噪声组成上,鸣笛噪声占相当大比重.     

桥梁工程中大直径钻孔灌注桩承载力确定

介绍大直径钻孔灌注桩的技术特点，以及目前在欧、美的应用情况。通过对欧洲一些国家桩基础设计规范的研究，分析了单桩抗压的工作机制。通过试桩的静载荷试验和应力测试，对桩侧极限摩阻力计算方法和经验公式进行了系统讨论。并阐述了桩基设计中，功能性准则的概念和重要性。     

长江下游扬中河段河床演变分析

扬中河段位于长江下游,该文根据历年地形资料,结合扬中河段的地质条件及河型、来水来沙情况,预估河床演变趋势,得出河床演变结论。     

基于Novozhilov理论的弯箱梁桥分析

基于Novozhilov理论,对弯箱梁桥结构进行了力学分析。首先引入Novozhilov理论,推导了有限曲条应变矩阵和条元刚度矩阵,利用谐函数正交性解决了刚度矩阵元素耦合问题,并利用坐标解决了条元刚度矩阵元素数值积分问题,接着推导了曲条单元平衡方程和弯曲箱梁整体平衡方程,给出了求解广义应力的具体计算步骤。对一典型实例,通过选取不同的级数项数及作用不同的节线荷载等,得出了若干有关应用Novozhilov理论进行弯箱梁桥分析的重要结论和规律。研究表明,有限曲条法是分析弯箱梁桥的有效计算方法。     

巴东柚子树大桥基础冲空浅析及其加固防治

对巴东柚子树三跨连续拱桥主墩扩大基础部分被山洪冲刷造成病害的原因进行了初步分析。并对其加固治理措施作简要评述。通过这些措施,有效地解决了基础防冲及基底加固等问题。     

蟾蜍外周神经条件剌激对C类传入终末兴奋性的影响

本实验以蟾蜍为对象,断脑成脊髓动物,记录了由刺激背根进入区所引起的逆向C波,并观察了坐骨神经混合干60T强度的条件刺激对逆向C波的影响。结果表明:条件刺激可使逆向C波波幅增加,即兴奋性升高,并具两个时相,从而提示:外周初级传入各类纤维均能引起C类纤维终末的突触前抑制活动。     

Visualization of periodic flows over a sunroof opening by using a phase-marked PIV measurement

Flows over cavity openings are known to be highly structured and periodic due to the strong sound pressures emitted by the cavities. This article is concerned with the measurement of flow fields over the sunroof opening of an SUV. Since the PIV system used in the present work is not capable of taking phase-locked velocity fields during the measurement stage, phase-marked PIV measurements are performed and the phase-locked velocity fields are retrieved during a post-processing stage. The new PIV measurement method is shown to yield fairly accurate results with a proper choice of a phase-bandwidth. By using the phase-marked PIV measurement method, the evolution of large-scale structures in shear flow over the sunroof opening as phase changes is revealed. The detached shear layer is shown to fluctuate and then form a discrete large vortex convecting and impinging on the rear roof edge of the SUV. The average convection velocity of the vortex is calculated to be 0.45 of the nominal free stream flow velocity. Flow fields are compared for four different cases of deflector protrusion and a case without a deflector. Installation of a deflector can significantly change the flow field. For a deflector that reduces the buffeting noise by more than 10 dB, it is shown that turbulent fluctuations are initiated by the deflector but do not grow in amplitude as they convect downstream. As the deflector protrusion is increased, the amount of flow under the deflector increases in general. The flow exiting from the channel formed by the deflector and an A-frame is shown to increase the thickness of the shear layer near the leading edge of the sunroof opening.     

盾构站内过站条件下地铁明挖车站上部结构施工支撑方案研究

昆明轨道交通4号线苏家塘站为盾构整机站内过站车站,受两迁一改和地质条件影响,土建施工进度较计划滞后。为满足后续盾构过站和二次始发后,轨道运输车辆通行对车站站台层通行净空的基本要求,提出2种可以满足车站上部结构继续施工的支撑方案--门式支架支撑方案、中板结构加强方案。通过理论分析结合有限元数值仿真模拟,综合比较方案实施对车站施工进度的基本要求、对后续盾构施工工期影响、经济性等6个方面,认为2种支撑方案均能够提供上部结构施工的支撑反力,但应充分结合土建施工进度及盾构过站时间要求选用支撑方案,以便能够更好地控制投资并满足工期要求。     

A new black box analysis of hash functions based on block ciphers

For the 64 most basic ways to construct a hash function H:{0,1} → {0,1}n from a block cipher E:{0,1}n × {0,1}n → {0,1}n, Black et al.provided a formal and quantitative treatment of the 64 constructions, and proved that 20 schemes are collision resistant.This paper improves the upper and lower bounds and make contrast with a hash constructed from a random oracle.These 20 schemes have only one kind of collision resistance upper and lower bounds.In addition, we present new advantages for finding second preimages.