绥满高速公路某段大型挖方边坡的稳定性与防护

绥满高速公路K149～K149＋600挖方段位于牡丹江市区东南民主村和岭东村之间的岗梁鞍部,距牡丹江市区5km,原设计边坡为1：1．5,每6m高设－2m宽平台,采用三围网植草,最大挖深35m。     

无证开采矿产资源自用应属于违法行为

案例在某高速公路路段工程建设项目施工中,某路桥公司在其项目外一侧的石山上开采石灰岩资源直接用于工程建设。当地国土资源部门执法人员在巡查中发现这一开采行为,当即对该路桥公司下发通知书,责令该公司停止非法开采行为。该公司在接到停止违法行为通知书后,置之不理,仍继续组织开采。经查,该公司没有采矿许可证,施工期间共非法开采石灰岩资源8000立方米,全部用于项目路基施工建设,根据石灰岩市场销售价格为每立方米12元,该公司开采石灰岩价值9.6万元。     

浅层地震P波折射法在高速公路隧道勘察中的应用

浅层地震P波折射法是高速公路勘察中常用的一种探测手段。结合高速公路路线工程勘察,列举该方法在查明基岩埋深、测定基岩波速中的运用,有助于查明低速带以及划分隧道围岩类别。     

基于交通大数据的广东省高速公路碳排放计量模型与空间格局

以广东省为例,基于高速公路联网收费系统的路段车流数据,建立包含I~IV类客车和I~VI类货车在内的全样本、高精度碳排放计量模型,并采用地理空间分析法探索广东省高速公路碳排放空间差异性。结论主要有：1）广东省高速公路碳排放主要来自于货车,货车碳排放占碳排放总量的57.1%;客车占42.9%。其中,中小型机动车,如I类客车（即小汽车）、I类和III类货车等是高速公路主要碳排放源。2）在高速公路网络中,碳排放高值路段具有集中于国家级高速公路、邻近经济发达和人口密集区、邻近机场和港口等空间特征。客车碳排放高值路段主要集中在珠三角区域,沿广州市向外呈放射状分布;货车碳排放高值路段主要分布在国家级高速公路,且货车载货量越小,碳排放空间分布越集中。3）广东省高速公路碳排放较高的地市多集中在珠三角城市群,广州市城市首位效应突出。县区尺度下,高速公路碳排放的空间非均衡特征显著,碳排放较高的县区多为广州市和佛山市下属县区。     

东北经济区高速公路网络通达性研究

针对东北经济区高速公路网络复杂程度不高的特点,借助MapInfo及MS-Excel,提出了一种简单快捷的通达性研究实用方法。选择高速公路经过的81个城市对东北经济区高速公路网络通达性进行分析,最终得出高速公路网络通达性大致呈现以沈阳-长春为轴线的南部中心区向周围呈马蹄状逐层递减分布的空间格局。     

三维GIS在陕西省高速公路管理中的应用设计

应用三维GIS技术建立高速公路综合管理平台,将高速公路地理信息和其路产设施信息相结合,以三维可视化场景实现高速公路景观及信息的浏览查询、三维可视化漫游、检索和动态交互管理.基于三维GIS高速公路管理平台实现路网管理、交通监控、养护、路政等计算机辅助决策,提高了高速公路的管理水平,为最终实现高速公路运营的全数字化管理奠定了坚实的基础.     

广东省高速公路建设项目税负分析与改进

高速公路建设是广东省的重要基础设施建设。高速公路造价成本高是阻碍高速公路迅速发展的障碍。其中高速公路建设项目承担的不合理的税费负担是对其造价影响的一个重要因素。减轻高速公路建设项目承担的不合理费用，调整高速公路建设项目的税负，是降低高速公路造价成本，加快我省高速公路建设的有效途径之一。     

基于SBAS-InSAR技术的成汶高速汶川段滑坡易发区选线研究

西南山区地质构造复杂导致大量的滑坡分布.为了科学有效的指导西南山区道路选线,提前规避地质灾害高风险,滑坡灾害早期识别必不可少.合成孔径雷达干涉测量(interferometric synthetic aperture radar,InSAR)技术因其全天候、多时相等特点被广泛应用于滑坡灾害的早期识别中.收集了87景Sentinel-1A降轨数据,利用差分干涉测量短基线集时序分析(small baseline subset interferometric synthetic aperture radar,SBAS-InSAR)技术对成汶高速路汶川段进行形变区的识别与分析,结果显示共识别出10处,经野外复核均为处于持续变形中的滑坡,有较好的一致性.根据早期识别结果,对3个比选方案进行综合对比分析,确定方案B为最优选择.SBAS-InSAR技术能有效识别山区公路潜在滑坡隐患区,为山区公路的准确选线提供科学依据.      

Study on the snowdrift disaster influenced by w-beam barrier used in expressway北大核心CSCD

Snowdrift is one of the most typical snow disaster forms of road traffic in Xinjiang area. Its impact on road traffic is mainly reflected in reducing driving visibility and causing traffic interruption induced by a large amount of snow on the road surface. The snowdrift disaster along the road in Xinjiang area shows the characteristics as many points,long lines and wide spread occurring with uneven distribution in time and space. Snowdrift question involves wind field,snow distribution field,temperature field and humidity field coupling,which is a very complex scientific problem. At the same time,the prevention and control of snowdrift disasters is also a practical problem that needs to be solved urgently in the construction and operation of road traffic infrastructure in cold areas. For expressways in areas of frequent snowdrift occurring,its snowdrift disaster caused by the w-beam barrier is becoming more and more obviously. But there is still a lack of in-depth research on the w-beam barrier,which is one kind of auxiliary facilities of the highway deepening the snowdrift disaster. In view of the status mentioned above and in order to explore the causes and prevention methods to snowdrift disaster by w-beam barrier,on the background of Beijing-Urumqi Expressway（G7）engineering,the field model tests of the w-beam barrier,the cable barrier and the no barrier embankment were designed. The study also combined with numerical simulation and highway field investigation and other methods in order to verify each other. In the meantime,the influence of the w-beam barrier and cable barrier on the road snowdrift disaster of the highway is studied,and the distribution law of wind field and snow field on the embankment surface with w-beam barrier and cable barrier is obtained. The results show that the snowdrift velocity increases from the foot of the embankment on the upwind side till to the w-beam barrier installed at the shoulder of or the central divider of the road. Then it moves to the road surface through the gap in the lower part of the w-beam barrier. At this time the w-beam barrier disturbs the wind field near the ground,causing a weak wind area to appear behind the beam,resulting in a large number of snow particles deposited. Especially when the lower gap of the w-beam barrier is filled with snow,the road area behind the w-beam barrier covers the driving lane with snow,which seriously affects the road capacity. While the section without setting up a barrier or setting a cable barrier is conducive to the passage of snowdrift flow. Considering the uncertainty of future climate change,in order to better prevent the impact of snowdrift on traffic operation safety,it is proposed to replace the w-beam barrier in some areas with serious wind and snow disasters with cable barrier that meet the safety requirements of expressways. Moreover,other snowdrift protection measures such as snow fences,snow barriers and snow walls can also be adopted. The research results can provide useful reference for snow removal of the expressway and new expressway construction in the windy and snow areas of Xinjiang. © 2022 Science Press (China).     

高速公路物流运输管理系统设计

从网络空间分析、数据库建立、系统开发等方面出发,重点实现物流运输管理功能。以某区域内相关数据为数据源,建立Geo Data Base和SQL Server数据库,基于Arc GIS Engine开发组件、Visual Studio,利用C#开发物流运输管理系统,采用分支定界算法、Dijkstra算法,结合GIS中网络分析功能,实现物流运输信息管理中最短路径选择、旅行商回路确定、自定义路径等问题。系统对于物流运输管理具有易操作性、实用性等特点,可为物流运输提供有效的空间信息保障。