首页 | 本学科首页   官方微博 | 高级检索  
     

山区机场高填方边坡工程实践与研究
引用本文:吴红刚,冯文强,艾挥,马新岩,张印涛,周凯,顾红强. 山区机场高填方边坡工程实践与研究[J]. 防灾减灾工程学报, 2018, 0(2): 385-400
作者姓名:吴红刚  冯文强  艾挥  马新岩  张印涛  周凯  顾红强
作者单位:中铁西北科学研究院有限公司;中国中铁滑坡工程实验室;西部环境岩土及场地修复技术工程实验室;甘肃省交通规划勘察设计院股份有限公司;中国民航机场建设集团公司;马克菲尔新型支档科技开发有限公司
基金项目:中国中铁股份公司科技开发计划(2015-重点-32)、中铁科研院(科研)项目(2015-KJ037-G006-03)、甘肃省自然科学基金(145RJZA068)资助
摘    要:在山区机场工程建设中,由于地形地貌的限制,高填方工程一般兼具有地形起伏较大,地质条件复杂,工程量巨大等特点,由此给山区机场带来一系列特殊性工程问题,尤其是高填方边坡工程的稳定性问题是目前机场研究的热点和难点。由于山区机场高填方边坡稳定性问题涉及影响因素较多,为便于分析,从变形机理和控制技术两方面对机场高填方边坡工程问题进行了深入研究。(1)变形机理方面,结合工程实践及对现有资料进行分析归纳,从填筑体下覆坡体结构、降雨及地下水、地震、填料特性、施工工艺等方面研究其对填方边坡稳定性的影响,重点提出了4类填筑体下覆坡体结构类型,并深入分析各类型的变形破坏特征。(2)变形控制技术方面:以"三面一体"控制论为核心,结合实例分析了土方平衡、地基处理及交接面加固、排水、支挡结构四个方面,对高填方边坡变形的控制效果。该研究可为我国山区机场高填方边坡变形机理的深入研究和控制技术的提高和改进提供参考和借鉴。

关 键 词:山区机场   高填方边坡   填方边坡变形机理   控制技术

Engineering Practice and Research on High FillSlope of Mountainous Airport
Wu Honggang,Feng Wenqiang,Ai Hui,Ma Xinyan,Zhang Yintao,Zhou Kai,Gu Hongqiang. Engineering Practice and Research on High FillSlope of Mountainous Airport[J]. Journal of Disaster Prevention and Mitigation Engineering, 2018, 0(2): 385-400
Authors:Wu Honggang  Feng Wenqiang  Ai Hui  Ma Xinyan  Zhang Yintao  Zhou Kai  Gu Hongqiang
Abstract:In the construction of airport engineering in mountain areas, high fill engineering has the characteristics of undulating terrain, complex geological conditions and huge volume of excavation due to the limit of topography. Thus, a series of special engineering problems appears during the construction of airports in mountain areas, especially the stability of high fillings is the hotspots and difficult points in the research field of airport construction. The stability of high fill slope in mountain airport involves many aspects, such as geological structure, lithology, volume of fillings, fillings height, properties of filled material, compaction method, construction quality and drainage. The deformation mechanism and control technology of high fill slope engineering in an airport was well studied in this paper in order to facilitate the analysis. (1) As for the deformation mechanism of the fill slope, the authors first analyze and summarize the existing data. Then the factors that influence the stability of the fill slope were studied combined with the engineering practice. The influences of the underlying slope structure, rainfall and groundwater, earthquake, fillings properties and construction technology are all considered in this research. Next four types of slope structure under filling body were proposed. Finally the deformation and failure behavior of each slope type was analyzed deeply. (2) As for the deformation control technology, on the basis of the control theory of "three-surface integrated", the authors analyze the control effect of high fill slope considering earthwork balance, foundation treatment and reinforcement, drainage and retaining structures for the studied airport. This research has important significance for further understanding the slope deformation mechanism and improving the control technology on high fill slope in mountain airport.
Keywords:
本文献已被 CNKI 等数据库收录!
点击此处可从《防灾减灾工程学报》浏览原始摘要信息
点击此处可从《防灾减灾工程学报》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号