京津城际铁路桩板结构地基加固技术的应用

无砟轨道具有高平顺性、少维修养护的特点,在我国高速铁路和客运专线建设中将得到越来越广泛的应用.无砟轨道结构对路基沉降变形控制要求较高.地基沉降变形是影响路基沉降变形的关键.结合京津城际桩板结构地基加固技术设计方案,介绍桩板结构形式和桩型的选用,分析钢筋混凝土结构有效调节地基的差异沉降和低路堤结构动力影响,桩板结构在深厚压缩层地区地基处理效果和应用范围,在高速铁路地基加固处理中提供一种新的设计思路,希望为今后此类结构的应用提供参考.     

CECNET—I型中华学习机辅助教学网络系统

本文介绍了以中华学习机为主机,并以 IBM PC/XT 为服务器的一种新型辅助教学网络系统。详述了其通道访问原理、体系结构、网络协议及实现技术。     

摩托车用铆钉的热处理

铆钉是典型紧固件之一,主要用于车辆的不可卸连接,种类有盲铆钉、沉头铆钉、空心铆钉、平头铆钉等,铆钉在摩托车上的用途还是不少的,即要求铆合部分不开裂,还必须抵抗较高应力状态的周期性弯曲负荷.     

Transforaminal lumbar interbody fusion for traumatic lumbar spondylolisthesis

To evaluate the clinical outcome, effectiveness and safety of the surgical management of traumatic lumbar spondylolisthesis with transforaminal lumbar interbody fusion (TLIF) with short segmental instrumentation fixation. A retrospective review of a consecutive series of 24 patients with traumatic lumbar spondylolisthesis treated with TLIF procedure was carried out. Intraoperative spinal cord monitoring was used to confirm the peripheral neural function intact during the reduction of the spondylolisthesis. Preoperative clinical and radiographic evaluation of all cases were originally collected prospectively. Data regarding blood loss, operative time, duration of hospital stay, radiographic fusion, instrumentation failure and clinical result were collected and observed at regular follow-up periods. All patients were engaged in high-energy accidents in the lower back and 16 patients had concomitant injuries. The mean operative time was 124 min, mean blood loss was 350 mL, and mean hospital stay was 6.5 days. There were no complications such as incision infection, cerebrospinal fluide (CSF) leakage and nerve root injury and so on. All patients demonstrated a solid lumbar interbody fusion within 4 months, and no evidence of spondylolisthesis correction loss, instrumentation failure and loosing. They all were completely asymptomatic, with normal neurologic findings, and had resumed their previous level of physical activities on the final follow-up. Meticulous clinical examination and careful imaging assessment could assist an early diagonosis in cases of traumatic lumbar spondylolisthesis. Performing open reduction and the TLIF procedure as soon as possible could restore segmental stability and painless function. The TLIF procedure was a safe, effective technique to treat traumatic lumbar spondylolisthesis.     

面向NRTK的GPRS数据通讯终端设计及实现

原有普通接收机如何接入CORS是当前GPS应用急需解决的技术问题.采用GR64模块为核心部件设计了硬件平台,基于NTRIP协议利用嵌入式方法编写接入CORS中心的系统软件,利用GPRS无线数据通讯技术,设计并实现了一种面向NRTK的专用数据通讯终端,使原有普通移动站能够稳定接人CORS并可靠的实现RTK.测试表明该终端初始化时间小于30秒,数据延时小于3秒,现已批量生产用于普通GPS接收机的改造.     

Access control policies without inside queues: Their properties and public policy implications

An access control policy that eliminates all queues beyond the entry points to a network has obvious benefits, which include smooth travel and predictable travel times inside the network. Yet it has never been proven, to the best of our knowledge, whether excluding inside queues yields sub-optimal network performance or, in other words, allowing inside queues can actually further reduce the system travel cost. Moreover, it is not clear whether an optimal control policy derived from efficiency considerations can also be a fair policy to all road users. This paper provide answers to these questions in the context of a monocentric network. By analyzing the structure of the access control problem considering all feasible policies (with/without inside queues), we show that the minimal system cost realizable by access control can be obtained without directly solving a non-convex optimization program, and can indeed always be achieved by a control policy excluding all of the inside queues. These optimal policies are defined by a polyhedral set and a Finite Generation Algorithm can be applied to derive the analytical form of this set. The optimal policies are not unique in general, thus making it possible to achieve both minimal system cost and fairness simultaneously.     

襄阳市内环线工程汉江三桥索塔锚固区足尺模型试验研究

襄阳汉江三桥主桥索塔上塔柱为预应力混凝土结构,斜拉索锚固区构造和受力状态均较为复杂。通过制作索塔第25节段的足尺模型进行加载试验,并结合有限元计算及理论分析,对斜拉索索塔锚固区的应力大小、应力分布、应力流方向等局部应力状态以及抗裂性、承载力进行研究,对设计的合理性进行分析评价,确保结构受力的合理性和安全性。研究结果表明,试验加载至最大荷载1.7 P时,模型结构仍然处于弹性工作状态,模型混凝土表面未出现可见裂缝,说明结构具有足够的安全度,索塔锚固区的设计是合理的。     

西南某变电站场地适宜性评估研究

西南山区山高谷深,极易发生各类地质灾害。对变电站站址地质环境条件进行了详细论述,对地质灾害的类型（危岩崩塌体）、分布进行阐述,对工程建设可能引发或加剧及工程本身遭受的灾害进行了综合评估,提出了防治措施建议。     

超偏载检测装置运用中误报的常见原因分析

从超偏载检测装置位置、设备基础变化、车号设备故障、超偏载检测装置故障、计算机病毒影响、列车编组情况等方面，分析超偏载检测装置运用中造成误报警的原因。     

安全港口的法律问题

随着国际海上运输业务的发展，各航运公司的租船营运也越来越普遍，本文是想通过对期租和程租两种情况下，有关“安全港口”的责任期间及责任归属等问题的探讨，希望能够与各位船长和同行达成共识。