自然杂志 ›› 2014, Vol. 36 ›› Issue (5): 336-345.

• 专题综述 • 上一篇    下一篇

崩塌滚石灾害的力学机理与防治技术

何思明① 王东坡② 吴永③ 欧阳朝军④   

  1. ①研究员,中国科学院山地灾害与地表过程重点实验室,中国科学院水利部成都山地灾害与环境研究所,成都 610041;中国科学院青藏高原地球科学卓越创新中心,北京 100101;②博士,成都理工大学地质灾害防治与地质环境保护国家重点实验室,成都 610059;③助理研究员,④副研究员,中国科学院山地灾害与地表过程重点实验室,中国科学院水利部成都山地灾害与环境研究所,成都 610041
  • 出版日期:2014-10-25 发布日期:2015-04-13
  • 基金资助:
    国家自然科学基金(41272346)、国家重点基础研究发展计划(973计划)(2013CB733201)和“十二五”国家科技支撑计划(2011BAK12B03)资助

Formation mechanism and key prevention technology of rockfalls

HE Si-ming①, WANG Dong-po②, WU Yong③, OUYANG Chao-jun④   

  1. ①Professor, Key Laboratory of Mountain Hazards and Earth Surface Process, Chinese Academy of Sciences, Institute of Mountain Hazards and Environment, Chinese Academy of Sciences & Ministry of Water Conservancy, Chengdu 610041,China; CAS Center for Excellence in Tibetan Plateau Earth Sciences, Beijing 100101, China; ②Ph. D., State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu 610059, China; ③Assistant Researcher, ④Associate Professor, Key Laboratory of Mountain Hazards and Earth Surface Process, Chinese Academy of Sciences, Institute of Mountain Hazards and Environment, Chinese Academy of Sciences & Ministry of Water Conservancy, Chengdu 610041, China
  • Online:2014-10-25 Published:2015-04-13

摘要: 崩塌滚石灾害是中国西部山区一种常见的地质灾害类型,具有突发性和随机性的特点,是山区地质灾害防治的难点和薄弱环节。针对中国崩塌滚石灾害基础研究薄弱,减灾关键技术研发能力不足的问题,开展了崩塌滚石灾害形成条件与形成力学机理的研究,研发了系列耗能减震崩塌滚石灾害防治的新技术。结合汶川地震、芦山地震崩塌滚石灾害防治难题,建设了崩塌滚石灾害防治新技术的试验示范区,并取得了良好的防护效果,为地震灾后重建和崩塌滚石灾害防治新技术的推广应用发挥了重要的示范作用。

关键词: 崩塌滚石;灾害;形成 , 防护技术;试验示范

Abstract: Rockfalls featured by burstiness and uncertainty are one of the most prevailing natural hazards in the mountainous regions of China. Research of the rockfalls disaster is relatively backward in China at present, and the key technology is insufficient in the field. In this paper, the formation dynamic evolution mechanisms of rockfalls were revealed based on the geological mechanical model, and the dynamic responses of rockfalls impact protective structure were studied. Furthermore, series energy consumption structures and materials were developed. These achievements were applied widely in various fields. Combining the demonstration projects, the technical system of rockfall preventions was established.