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11.
公路边坡工程监测技术评价与分析 总被引:1,自引:0,他引:1
结合公路工程、建筑工程等土木工程建设中经常涉及到的边坡工程,评价与分析边坡工程监测的作用、内容和方法,提出了边坡工程应该在工程项目开展的开始阶段就应进行和边坡工程监测的项目,选择原则,测点布置原则、监测周期等,对边坡工程建设具有重要的意义. 相似文献
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青藏公路铁路沿线生态系统特征及道路修建对其影响 总被引:36,自引:2,他引:36
根据2001—08和2002—08月野外调查数据及2001年1:100万中国植被图、1996年1:400万青藏高原植被区划图和2000年青藏铁路沿线自然保护区分布及功能区界调整图,以青藏公路铁路沿线植被生态系统为研究对象,运用ARCVIEW和ARC/INFO软件研究青藏公路铁路建设对沿线生态系统结构的影响,结论如下:①青藏公路铁路南北跨越9个纬度,东西跨越12个经度,共穿越青东祁连山地草原地带、柴达木山地荒漠地带、青南高寒草甸草原地带、羌塘高寒草原地带、果洛那曲高寒灌丛草甸地带和藏南山地灌丛草原地带6个自然区,对植被类型的统计结果显示了地带性。②青藏公路铁路的建设对生态系统产生直接的切割,使景观更加破碎。③青藏公路铁路的建设直接破坏沿线植被生态系统(主要为50m缓冲区内),年损失总净初级生产量为30504.62t,损失总生物量432919.25~1436104.3t/a。损失总净初级生产量占1km缓冲区年净初级生产量535005.07~535740.11t/a的百分比为5.70%,占10km缓冲区年净初级生产量3408950.45~3810480.92t/a的0.80~0.89%;损失生物量占1km缓冲区生物总量7502971.85~25488342.71t/a的5.70%,占10km缓冲区总生物量43615065.35~164150665.37t/a的0.80%~0.89%。 相似文献
14.
三峡库岸城区滑坡治理与沿江公路建设一体化模式--以重庆万州清泉路滑坡为例 总被引:5,自引:0,他引:5
三峡库岸城区滑坡90%属于由第四纪松散土体组成的散体滑坡,滑坡区属于城区重要组成部分,降雨及三峡库水位降落是此类滑坡孕发的动力因素。本文以重庆万州清泉路滑坡为例,基于库岸城区滑坡防治原则,构建了实用的滑坡治理与沿江路建设一体化模式,推导了抗滑桩的内力计算方法;详细分析了一体化模式的结构组成及受力特性。研究成果对于三峡库区城区滑坡的治理与开发利用具有较强的指导借鉴作用。 相似文献
15.
Reputed as a wonderful achievement of the world's highway construction history, the Taklimakan Desert highway is now facing serious sand drift encroachment problems due to its 447- km-long passage of sand sea consisting of crescent dunes, barchan chains, compound transverse dune ridges and complex megadunes. To solve some technical problems in the protection of the highway from sand drift encroachment, desert experts have been conducting the theoretical and applied studies on sand movement laws; causes, severities and time-space differentiation of sand drift damages; and control ways including mechanical, chemical and biological measures. In this paper the authors give an overall summary on the research contents and recent progress in the control of sand drift damages in China and hold that the theoretical research results and practices in the prevention of sand drift encroachment on the cross-desert highway represent a breakthrough and has an epoch-making significance. Since the construction of protective forest along the cross-desert highway requires large amount of ground water, what will be its environmental consequence and whether it can effectively halt sand drift encroachment on the highway forever are the questions to be studied urgently. 相似文献
16.
国道219线新-藏公路改建工程地质灾害评价 总被引:1,自引:0,他引:1
国道219线新-藏区界至红土达坂路段全长109.55km。大部分路段穿越湖盆槽谷中央部位,部分线路沿湖盆边缘台地布设,海拔高度介于5000-5400m之间,地势平坦开阔,多年冻土发育,工程地质条件较差;现有公路路基高度低,几乎没有排水设施。冬季易产生路基冻胀和涎流冰危害,春、夏季因冻土融化,常引起路基沉陷和翻浆,严重危害公路运输安全甚至阻断交通。公路工程修建活动将极大地改变冻土环境,使天然状态下的水分循环发生改变,导致多年冻土退化,上限加深,进一步诱发冻胀、融沉、热融滑塌等冻土灾害,加剧风沙灾害、诱发公路边坡失稳破坏。在即将进行的公路改、扩建工程中,应采取保护冻土的设计原则,优选线路,加强侧向排水,合理设置取弃土场。 相似文献
17.
This paper illustrates the seismic risk preliminary estimates of two different groups of structures located on the territory of the Friuli–Venezia Giulia region (NE Italy) : the first group includes some special industrial plants, and the second group includes bridges and tunnels belonging to the regional highway network. The part of the study on special industrial plants tries to evaluate the degree of expected damage, taking into account their structural typology and ground shaking expressed in terms of macroseismic intensity. The second part of the study is an application of the HAZUS methodology to the tunnels and bridges of a highway network: the combination of expected ground shaking and the construction characteristics lead to very different risk levels, especially when considering the bridges. The resulting damage levels to bridges and tunnels are still only indicative because of the fragility curves used in the evaluations: they were developed for existing bridge and tunnel structural typologies in the U.S.A. Moreover, both examples show the power of GIS technology in storing, elaborating, and mapping spatial data. Copyright © 2003 John Wiley & Sons, Ltd. 相似文献
18.
全国公路网差分GPS数据采集软件的设计 总被引:2,自引:0,他引:2
介绍了全国公路网差分GPS数据采集软件主要模块中的算法和流程 ,包括差分GPS定位算法、载波相位平滑算法、地物属性纪录、计算机时间与GPS接收机时间的同步、地物匹配及偏心改正算法等。 相似文献
19.
边坡及其它类工程地质问题研究 总被引:2,自引:0,他引:2
徐嘉谟 《水文地质工程地质》1997,24(2):35-38
本文提出有关边坡工程地质研究方面的一些新概念,看法和问题,并概述了属地这一专题的边坡及其它各类工程地质问题的研究成果。 相似文献
20.
Landslides in Jordan have caused numerous problems during the past 40 years. The most critical slides occurred during the period of 1991/1992 after exceptional heavy rain and snowfall. Many disastrous landslides occurred along the newly reconstructed international highway that links Amman, Jerash and Irbid. Causes for these slides are attributed mainly to the lack of a comprehensive overview and geotechnical understanding of the problem.Many investigators have been interested in this problem of finding an adequate solution to such landslides in Jordan either by using theoretical analysis or by using computer software to solve the slope instability problems. A detailed study was conducted at the Jordan University of Science and Technology to investigate the potential causes and measures for this problem. Seven landslides along the mountainous section of this international highway were reviewed. One of these landslides was thoroughly investigated using a three-dimensional computer program called JUST-SLOPE introduced at the Jordan University of Science and Technology campus. Results of this study indicate that landslides at this site could have been predicted had this technique been applied prior to the occurrence of this slide. 相似文献