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1. 重庆交通大学岩土工程研究所
2. 重庆大学 西南资源开发及环境灾害控制工程教育部重点实验室
纸质出版日期:2010,
网络出版日期:2009-9-30,
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陈洪凯,鲜学福,唐红梅.石质山区崩塌灾害形成机制——以四面山国家级风景名胜区红岩山为例[J].工程科学与技术,2010,42(3):1-6.
Chen Hongkai, Xian xuefu, Tang Hongmei. Developing Mechanism for Collapse Disaster in Rocky Mountain Area—— Taking Mt. Hongyan in the National Scenic Spots of Simianshan as an Example[J]. Advanced Engineering Sciences, 2010,42(3):1-6.
陈洪凯,鲜学福,唐红梅.石质山区崩塌灾害形成机制——以四面山国家级风景名胜区红岩山为例[J].工程科学与技术,2010,42(3):1-6. DOI:
Chen Hongkai, Xian xuefu, Tang Hongmei. Developing Mechanism for Collapse Disaster in Rocky Mountain Area—— Taking Mt. Hongyan in the National Scenic Spots of Simianshan as an Example[J]. Advanced Engineering Sciences, 2010,42(3):1-6. DOI:
中文摘要: 崩塌是石质山区主要的地质灾害,崩塌源通常存在稳定性较低的大量危岩体,其形成机制是防治崩塌灾害的关键环节。现场调查发现,四面山国家级风景名胜区红岩山崩塌源的危岩可分为坠落式危岩、倾倒式危岩、座滑式危岩和扶壁式危岩4类,所占比例分别为70%、15%、8%和7%;具有4级陡崖的地形特征、硬质砂岩和软质泥岩交互沉积、近于正交的3组岩体结构面是红岩山崩塌灾害孕发的主要环境地质条件;根据现场观测,岩腔后侧壁泥岩压裂风化速度5.2 cm/a左右,是斜坡表面裸露泥岩气候风化速度的3~6倍,岩腔的形成过程是崩塌灾害演绎的起搏器;运用地貌学方法揭示了红岩山崩塌灾害链式演化规律,当岩腔深度超过3 m后,岩腔顶部的危岩块易于发生崩塌。
Abstract:Collapse is the dominant geological disaster in rocky mountain area
and usually many individual-perilous rock or bulk-perilous rocks exist in the source of collapse. The formation mechanism of perilous rock is one key link for hazard mitigation of collapse. According to the field investigation
four types of perilous rock at the source of Mt. Hongyan in the national scenic spots of Simianshan are classified as the falling perilous rock
the toppling perilous rock
the sliding perilous rock and the counterfort perilous rock
with the percentage of 70%
15%
8% and 7%
respectively. The general geological conditions to trigger the collapse disasters in the Mt. Hongyan are concluded aslandforms with four cliffs
rock composite with sandstone and mudstone alternatively
and three sets of rockmass structure planes with the orthography. Field observations have identified the pacemaker of rock cells in mudstone below cliff
the weathering velocity of mudstone in rockcell under pressure is about 5.2 cm/a
2~6 times exposing in air. Further
based on the geomorphology the chained principle for the developing of collapse in Mt. Hongyan is revealed. The result shows that collapses are easy to take place when the length of rock cell is over 3 m.
崩塌灾害基座压裂破坏链式规律崩塌源危岩红岩山
collapse disasterbase rupture under pressurechained principlesourse of collapseperilous rockMt. Hongyan
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Chen Hongkai;Tang Hongmei;Ye Siqiao.Research on damage model of control fissure in perilous rock[J].Applien Mathematics and Mechanics,2006(7)
陈洪凯;唐红梅.危岩主控结构面强度参数计算方法[J].工程地质学报,2007(1)
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陈洪凯;唐红梅;鲜学福.缓倾角层状岩体边坡链式演化规律[J].兰州大学学报(自然科学版),2009(1)
陈洪凯,唐红梅.拉剪型危岩发育过程的模型试验[J].重庆大学学报,2006(6)
陈洪凯;唐红梅,三峡库区危岩发育规律研究,北京:科学出版社,2006.
陈洪凯.三峡库区危岩链式规律的地貌学解译[J].重庆交通大学学报(自然科学版),2008(1)
Chen Hongkai;Tang Hongmei;Zhu Hui,Research on duration for perilous rock to form,WSEAS Transactions on Applied and Theoretical Mechanics,2006(2).
Chen Hongkai;Tang Hongmei.Method to calculate fatigue fracture life of control fissure in perilous rock[J].Applien Mathematics and Mechanics,2007(5)
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