预应力小箱梁水文计算分析

结合滦河镇大桥工程概况,简述了桥梁截面形式及截面尺寸,根据设计流量进行了小箱梁水文计算,包括冲刷计算及桥孔长度计算,从而为确定桥梁跨径是否合理提供了参考。     

Scour evaluation for foundation of a cable-stayed bridge based on ambient vibration measurements of superstructure

This study develops a foundation scour evaluation method merely using the ambient vibration measurements taken from the superstructure of a cable-stayed bridge. Various modal frequencies of girder and those of the local pier are first identified for Kao-Ping-Hsi Bridge. The finite element model of this bridge is then constructed to perform the modal analysis with original design parameters. Combining the above results, this work further determines the best boundary support conditions for the model to fit the identified modal frequencies of bridge girder. According to this globally best fitted model, the optimal soil stiffness is first decided by fitting the critical bridge frequencies with a known deposit height at the pylon. Subsequently, the scour depth at a pier can be estimated by varying the depth of its supporting soil to fit the two sensitive frequencies of local pier modes. Finally, a direct measurement scheme is carried out to verify the estimated scour depth.     

浅析铁路漏斗装煤仓站站场布置中存在的问题

近几年来运煤铁路专线的建设速度不断加快,这对铁路装煤仓站的装载能力提出了新的要求,目前在我国新建的装煤仓站中,俗称为漏斗仓的不停车连续装煤设备被广泛应用。本文对漏斗仓装煤站场布置当中存在的问题进行了探讨,介绍了装煤站场中的基本车场及其功能,分析了目前普遍采用的4种装车线的利弊以及其合理的应用范围,最后对目前装车线中存在的问题进行了分析并提出了自己的解决措施。     

Hybrid intelligent inference model for enhancing prediction accuracy of scour depth around bridge piers

Bridge-pier scouring is a main cause of bridge failures. Thus, accurately predicting the scour depth around bridge piers is critical, both to specify adequate depths for new bridge foundations and to assess/monitor the safety of existing bridges. This study proposes a novel artificial intelligence (AI) model, the intelligent fuzzy radial basis function neural network inference model (IFRIM), to estimate future scour depth around bridge piers. IFRIM is a hybrid of the radial basis function neural network (RBFNN), fuzzy logic (FL), and the artificial bee Cclony (ABC) algorithm. In the IFRIM, FL is used to handle the uncertainties in input information, RBFNN is used to handle the fuzzy input–output mapping relationships, and the ABC search engine employs optimisation to identify the most suitable tuning parameters for RBFNN and FL based on minimal error estimation. A 10-fold cross-validation method finds that the IFRIM model achieves at least 21% and 14.5% reductions in root mean square error and mean absolute error values, respectively, compared with other AI techniques. Study results support the IFRIM as a promising new tool for civil engineers to predict future scour depth around bridge piers.     

严重垮冒主溜井新型加固方法的研究与实践

针对程潮铁矿2号主溜井垮落后的稳定状况,提出了“托斗”结构为主要支护形式的总体返修加固方案,实践证明,该方案不仅工期甜酸、投资和,而且溜井返修后稳定性良好,为严重垮冒主溜井结构的恢复提供 了新方法。     

阳泉矿区部分建（构）筑物破坏的原因分析和对策

本文介绍了阳泉矿区部分建(构)筑物由于受地基不均匀沉降、湿陷、潜蚀、管涌、地面塌陷等影响,导致建(构)筑物破坏的情况,在分析破坏原因的基础上,提出了相应的对策。     

溃堤洪水及冲刷坑分析计算方法综述

我国江河众多,河流堤防线长,电力输电线路不可避免地需要路经河流两岸或跨越河流。大多数河流堤防质量较差,设计洪水标准在20年以下,而500kV电力线路的防洪标准为100年一遇,因此水文专业在防洪设计时需要分析堤防在遭遇大洪水时是否会溃口,以及溃口后产生的溃口洪水对塔位所产生的冲刷影响。本文对目前国内溃堤洪水水流和冲刷坑分析计算方法作了较为全面的分析介绍。     

上庄新闸工程基础处理

上庄新闸闸室地质为砂卵石层,土质饱和、松散,地震时存在液化问题,在渗透水流作用下,容易沿底板产生接触冲刷,从而危及建筑物安全.两岸翼墙的地质为粉质粘土、砂质粉土,具有中～高压缩性,且抗剪强度较低,存在不均匀沉降、抗滑稳定等问题.针对上述两种地质情况,分别采用了不同的处理措施,取得了较好的效果.     

干熄焦锅炉炉管失效机理分析

通过对干熄焦锅炉炉管及腐蚀产物开展系统研究,提出炉管失效原因为氧化/硫腐蚀＋高温粉尘冲刷。长寿命炉管仅耐磨层发生了较为严重的氧化及硫腐蚀,而近基体层发生了轻微氧化及硫腐蚀,基体只发生了轻微氧化;短寿命炉管耐磨层、近基体层以及基体裂纹内均发生了较为严重的氧化及硫腐蚀,且存在珠光体球化、内表面产生全脱碳层等缺陷。推测短寿命炉管存在超温现象,而超温可加剧氧化及硫腐蚀反应。此外,短寿命炉管遭受了较为严重的高温粉尘冲刷,不仅可造成炉管减薄,还会导致炉管表面温度升高。因此,减少循环气体中粉尘量尤其是大颗粒,可有效减弱冲刷以及控制炉管表面温度,是提高炉管使用寿命的关键。     

群桩冲刷及抛石级配与厚度对防护效果的影响

水下群桩不可避免地发生局部冲刷而使桩基埋深减小,影响上部结构的安全,因此,群桩冲刷及其防护措施十分值得研究.通过实验室水槽试验和结果分析,研究了井字形排列群桩的间距与冲刷深度变化的关系,进而研究抛石颗粒的级配及抛石层厚度对冲刷防护效果的影响.研究发现,桩间净距的增大可使群桩局部冲刷深度减小,与桩间零净距相比,当达到临界...