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| 厚层堆积层震裂斜坡变形特征及破坏机制——以小金县某震裂不稳定斜坡为例 | |
| 引用本文： | 侯伟龙,巨能攀,屈科,杨红兵,王科.厚层堆积层震裂斜坡变形特征及破坏机制——以小金县某震裂不稳定斜坡为例[J].山地学报,2011,29(4). |
| 作者姓名： | 侯伟龙 巨能攀 屈科 杨红兵 王科 |
| 作者单位： | 1. 中国中铁二院工程集团有限责任公司,四川成都610071;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,四川成都610059 2. 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,四川成都,610059 3. 中国中铁二院工程集团有限责任公司,四川成都,610071 |
| 摘 要： | “5.12”汶川特大地震形成了震区大量的震裂不稳定斜坡,其中绝大部分发生在厚层堆积层斜坡中,这类次生地质灾害有着特殊的力学破坏机制.以小金县某不稳定斜坡为例,研究了高程、地形坡度、岩土体结构条件等对斜坡动力响应的影响,初步分析了厚层堆积层震裂斜坡的变形特征及破坏机制.认为,在地震动力作用下厚层堆积物斜坡往往出现潜在多级滑动面的现象,且破裂面多沿着堆积层中某些曲面发生滑动破坏,这与地震瞬间拉张破坏在斜坡体中产生的震裂缝深度和延伸有关.总的来说,震裂不稳定斜坡的失稳可以认为是地震使边坡岩土体力学参数降低、震后地下水的软化共同作用下累计破坏的结果. |
| 关 键 词： | 厚层堆积层 震裂不稳定斜坡 动力响应 变形破坏机制 |
Deformation Chaaracteristics and Failure Mechanism of Shatter Unstable Slope of Thick Layer Accumulative Formation——Taing one Shatter unstable Slope in Xiaojin County as an Example |
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| HOU Weilong , JU Nengpan , QU Ke , YANG Hongbing , WANG Ke.Deformation Chaaracteristics and Failure Mechanism of Shatter Unstable Slope of Thick Layer Accumulative Formation——Taing one Shatter unstable Slope in Xiaojin County as an Example[J].Journal of Mountain Research,2011,29(4). | |
| Authors: | HOU Weilong JU Nengpan QU Ke YANG Hongbing WANG Ke |
| Institution: | HOU Weilong1,2,JU Nengpan2,QU Ke1,YANG Hongbing1,WANG Ke1(1.Second Hospital of China Railway Engineering Group CoLtd,Chengdu 610071,China,2.Sate Key Laboratory of Geohazard Prevention and Geoenvironment Protection Chengdu University of Technology,Chengdu 610059,China) |
| Abstract: | 5.12 Wenchuan earthquake in the formation of a large earthquake shattered unstable slopes,most of which occurred in the thick layer of accumulative formation,the pattern of secondary geological disasters has a special theor of phyical destroy.A case study of unstable slopes in Xiaojin County,research the elevation,terrain slope,soil structure conditions on the dynamic response of slopes,preliminary analysis of the thick layer of colluvial slopes shattered deformation and failure mechanism.Deemed,under the a... |
| Keywords: | thick layer of accumulative formation shatter unstable slope dynamic response deformation and failure mechanism |
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