| 焦家崖头北部13号滑坡变形破坏演化机制 |
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| 引用本文： | 宋登艳,张茂省,慕焕东,王威,王娟娟.焦家崖头北部13号滑坡变形破坏演化机制[J].地质通报,2018,37(7):1360-1364. |
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| 作者姓名： | 宋登艳 张茂省 慕焕东 王威 王娟娟 |
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| 作者单位： | 机械工业勘察设计研究院有限公司;中国地质调查局西安地质调查中心;西安理工大学岩土工程研究所;西安建筑科技大学 |
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| 基金项目： | 国家自然科学基金项目《黄土水敏性力学机制及其致滑机理》（批准号：41530460）、陕西省科技统筹创新工程计划《关中地区地源热泵系统成套技术与工程应用研究》（编号：2012KTCQ03-01）、国机集团科技发展基金（编号：SINOMACH12科173号）、陕西省教育厅专项科研计划项目《考虑结构性的压实黄土强度问题研究》（编号：16JK1448） |
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| 摘 要： | 为进一步研究灌溉作用下滑坡变形破坏机理,评价此类滑坡的稳定性,以甘肃黑方台焦家崖头北部13号滑坡为例,通过野外地质调查,分析其变形破坏特征。在此基础上,基于FLAC3D数值模拟方法分析一定水位下其变形破坏特征,进而概化滑坡变形演化规律。研究结果表明,在灌溉的条件下,该滑坡早期滑动主要为潜蚀-滑移型滑坡,滑动后的再次滑动为塑流-拉裂型滑坡,随着坡体滑移变形的持续和裂隙的进一步扩展,表现出"压制拉裂-剪切破坏"的滑动机理。
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| 关 键 词： | 变形破坏 演化机制 焦家崖头 滑坡 数值分析 |
| 收稿时间： | 2017/1/3 0:00:00 |
| 修稿时间： | 2017/12/8 0:00:00 |
Research on the evolution mechanism of deformation and failure of No. 13 landslide in the north of Jiaojiayatou |
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| SONG Dengyan,ZHANG Maosheng,MU Huandong,WANG Wei and WANG Juanjuan.Research on the evolution mechanism of deformation and failure of No. 13 landslide in the north of Jiaojiayatou[J].Geologcal Bulletin OF China,2018,37(7):1360-1364. |
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| Authors: | SONG Dengyan ZHANG Maosheng MU Huandong WANG Wei and WANG Juanjuan |
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| Institution: | China Jikan Research Institute of Engineering Investigations and Design, Co., Ltd, Xi''an 710043, Shaanxi, China,Xi''an Center of Geological Survey, China Geological Survey, Xi''an 710054, Shaanxi, China,Institute of Geotechnical Engineering, Xi''an University of Technology, Xi''an 710048, Shaanxi, China,China Jikan Research Institute of Engineering Investigations and Design, Co., Ltd, Xi''an 710043, Shaanxi, China and Xi''an University of Architecture and Technology, Xi''an 710055, Shaanxi, China |
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| Abstract: | In order to investigate deformation and failure of landslide under irrigation and evaluate the stability of the landslide, the authors took No.13 landslide at northern Jiaojiayatou of Heifangtai area in Gansu Province as a study case and performed field geological survey to analyze its characteristics of deformation and failure. On such a basis, the authors employed FLAC3D numerical simulation method to analyze the characteristics of deformation and failure under the constant water level, and then generalized the evolution law of landslide deformation. The results show that, under the condition of irrigation, early sliding of the landslide is mainly characterized by suffosion and sliding landslide, then the sliding landslide exhibits plastic flow and tension crack landslide and, with the further expansion of the slope and crack, the landslide shows a sliding mechanism of "pressing crack-shear failure". |
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| Keywords: | deformation and fracture evolution mechanism Jiaojiayatou landslide numerical analysis |
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