岩质边坡锚固技术的研究现状与展望  

Research Status and Trends of Anchorage Technique for Rock Slope

作　　者：吴尚杰[1,2] 高晓鸣[1] 蒋宇静[1,3] 

机构地区：[1]福州大学土木工程学院,福州350108 [2]福建建工集团总公司,福州350003 [3]长崎大学工学部,日本长崎8528521

出　　处：《路基工程》2014年第4期1-6,共6页Subgrade Engineering

基　　金：留学回国人员科研启动基金(LXKQ0904)

摘　　要：锚固技术是各类岩土工程、特别是高等级公路、铁路边坡加固工程中应用最为广泛的一类加固措施。锚固体系的力学机理、锚固作用下的边坡稳定性、锚固体系与边坡稳定性的长期性能演化等方面的课题,一直是国内外工程界与学术界的研究热点。按研究手段不同,从力学机理理论研究、数值模拟研究、现场试验与监测研究、室内模型试验研究等四个方面,综述了岩质边坡锚固技术的国内外研究现状,同时也对其今后的发展趋势进行了展望。Anchorage technique is the reinforcement measure w,,,~, , geotechnical engineering, especially in the slope protection for high-grade expressway and railway projects. The research tasks in respect of the mechanical mechanism of anchorage system, the stability of slope under action of anchorage system and the long-term performance evolution of the system and the stability, are always concerned by the engineering and academic circles at home and abroad. In this paper, the status quo of these studies in the world was summarized depending on different means, such as theoretical study of the mechanical mechanism, numerical simulation, in-situ test and monitoring and lab model test; and the future trends in the development was looked ahead as well.

关 键 词：岩质边坡 锚固技术 研究现状 展望 

分 类 号：U416.14[交通运输工程—道路与铁道工程]