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舟曲“8.8”特大泥石流对建筑物的破坏方式
Building Destruction Patterns by August 8,2010 Debris Flow in Zhouqu,Western China

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文摘 2010-08-07—08发生的甘肃舟曲特大泥石流造成了1 765人死亡和失踪,33幢面积共11.472 km~2的建筑物被直接冲毁,有20幢面积约69 km~2建筑被部分损坏。现场的调查表明,泥石流破坏建筑物主要有冲击、淤埋和摩擦三种方式。通过对8座破坏建筑物的具体分析,发现泥石流破坏建筑物有正向以撞击为主、侧向以淤埋和摩擦为主,沿流向呈现波浪式变化以及遮蔽效应等特点。根据泥石流的破坏方式、特点和建筑物类型,初步提出了我国山区居民住宅两种常见结构的泥石流破坏分级标准。最后提出了几条能有效减轻泥石流对建筑物破坏的具体措施,可供坐落于泥石流危险区的山区城镇借鉴。
其他语种文摘 A destructive debris-flow calamity hit the city of Zhouqu,Gansu Province,western China at midnight on August 7th,2010,following a local intensive rainfall of 77.3 mm/(40 min) in Sanyanyu and Luojiayu ravines which are located in the north of the urban area.As of September 1st,the disaster claimed 1471 fatalities,and 294 missing persons.Nearly one-third of the town was inundated by the debris-flow dammed lake.33 buildings with 11 472 m~2 area were completely destroyed by the debris flow,and 20 were partially damaged.Eight damaged buildings were investigated in details to study the ways or patterns of building destruction by debris flows.The damage patterns of debris flow can be classified into impact,deposition and abrasion.The destructive power decreased initially after impacting an array of buildings,but can increase again by gaining power from gravitational energy and central flow kinetic energy when the flow kept moving a distance.It is termed as the longitudinal fluctuation of debris-flow destruction.The orthogonal impact was the most destructive pattern whereas the transverse impact caused sediment accumulation.The damage depended on not only flow’s property such as density,velocity and depth,but also building’s orientation,structural strength and regularity.Comparing with nonresistant and collapsed buildings with brick-concrete structure,the reinforced concrete structure can resist effectively debris-flow impact.A classification scheme to assess building damage by debris flows was proposed with reference to the Classification System of earthquake damage to buildings.According to the on-spot investigation,five effective countermeasures for mitigating the building’s damage are proposed: 1.to reduce the surface normal to the flow direction,2.to use reinforced concrete structure,3.to design no protruding part as far as possible,4.to keep enough room between buildings,and 5.to prevent the first floor of high buildings from living or business.
来源 山地学报 ,2012,30(4):484-490 【核心库】
关键词 泥石流 ; 建筑物破坏 ; 舟曲 ; 三眼峪 ; 破坏等级
地址

中国科学院水利部成都山地灾害与环境研究所, 中国科学院山地灾害与地表过程重点实验室, 四川, 成都, 610041

语种 中文
ISSN 1008-2786
学科 地质学
基金 中国科学院知识创新工程重要方向项目 ;  国家973计划 ;  中国科学院“百人计划”项目
文献收藏号 CSCD:4626491

参考文献 共 10 共1页

1.  吴积善. 泥石流及其综合治理,1993 被引 77    
2.  韦方强. 委内瑞拉1999年特大泥石流灾害. 山地学报,2000,18(6):580-582 被引 20    
3.  谢洪. 我国山区城镇泥石流灾害及其成因. 山地学报,2006,24(1):79-87 被引 23    
4.  Toyos G. Building damage by debris flows in the Sarno area,Southern Italy. Proceedings of the Third International Conference on Debris-Flow Hazards Mitigation: Mechanics,Prediction and Assessment,2003:1209-1220 被引 1    
5.  Zanchetta G. Characteristics of May5-6,1998 volcaniclastic debris-flows in the Sarno area of Campania, Southern Italy: relationships to structural damage and hazard zonation. Journal of Volcanology and Geothermal Research,2004,133:377-393 被引 11    
6.  胡凯衡. 泥石流冲击力的野外测量. 岩石力学与工程学报,2006,25(S1):2813-2819 被引 16    
7.  张宇. 砖混建筑在泥石流冲击作用下的破坏形态模拟. 自然灾害学报,2005,14(5):61-67 被引 5    
8.  Yu Zhang. Experimental research of reinforced concrete buildings struck by debris flow in mountain areas of western China. Wuhan University Journal of Natural Sciences,2007,12(4):645-650 被引 4    
9.  Wei Fangqiang. Model and method of debris flow risk zoning based on momentum analysis. Wuhan University Journal of Natural Sciences,2006,11(4):835-839 被引 3    
10.  胡凯衡. 对甘肃舟曲特大泥石流灾害的初步认识. 山地学报,2010,28(5):628-634 被引 44    
引证文献 6

1 杨太强 怒江东月各泥石流搬运能力研究 自然灾害学报,2016,25(5):55-63
被引 0 次

2 周明慧 泥石流冲击力简化计算方法——以舟曲县三眼峪泥石流为例 山地学报,2017,35(2):187-194
被引 3

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论文科学数据集

1. 西藏林芝古乡沟天磨沟培龙沟泥石流监测部分数据(2019-2020)

2. 南迦巴瓦峰地区泥石流主要特征(1984)

3. 泥石流冲击特性试验数据(2019-2021)

数据来源:
国家青藏高原科学数据中心
PlumX Metrics
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