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大渡河上游亚喀则滑坡复活变形机理及发展趋势分析
引用本文:李明辉1,李浩然2,王东辉1. 大渡河上游亚喀则滑坡复活变形机理及发展趋势分析[J]. 水土保持研究, 2014, 21(1): 305-309
作者姓名:李明辉1  李浩然2  王东辉1
作者单位:1. 成都地质矿产研究所, 成都 610081;2. 中国水电顾问集团 成都勘测设计研究院, 成都 610072
摘    要:位于大渡河上游的亚喀则古滑坡,早期为顺层滑动,其变形复活与表水入渗、后缘崩塌加载和河流侵蚀作用密切相关。通过GPS监测和现场调查,发现滑坡变形具有同步性和变形趋势的一致性,不均一性明显,最大位移发生在滑坡前缘,年均位移达1.5 m/a,滑坡后缘为0.25 m/a,滑坡表现为长期缓慢的蠕滑变形,滑坡体上发育的多条纵张、横张与压剪性裂缝,使滑坡部分解体、整体性破坏,预测未来发生高速滑动的可能性不大。

关 键 词:滑坡  复活变形  蠕滑  大渡河

The Revival Mechanism and Devolopment Tendency of Yakaze Landslide in the Upper Reaches of Dadu River
LI Ming-hui1,LI Hao-ran2,WANG Dong-hui1. The Revival Mechanism and Devolopment Tendency of Yakaze Landslide in the Upper Reaches of Dadu River[J]. Research of Soil and Water Conservation, 2014, 21(1): 305-309
Authors:LI Ming-hui1  LI Hao-ran2  WANG Dong-hui1
Affiliation:1. Chengdu Institute of Geology and Mineral Resources, Chengdu 610081, China;2. Chengdu Hydropower Investigation Design & Research Institute, CHECC, Chengdu 610072, China
Abstract:Yakaze landslide locating on the upper reaches of Dadu river is an ancient accumulation landslide that has bedding sided at initial stage. Its revival and deformation mechanism is closely related to surface water infiltration, heap loading on the rear and river erosion. Through GPS monitoring and field in vestigate of the landslide show that the deformation is synchronous, consistent and unequal obviously, the biggest displacement has occurred in front edge of the landslide with an annual displacement of 1.5 m/a, the rear of 0.25 m/a, its deformation shows the characteristics of a long term creep-sliding. There are many vertical, horizontal and shearing pressure crack development, which partly disintegrated landslide and resulted in whole undermining of landslide. Based on the above results we draw a conclusion that a high-speed sliding is unlikely in the future.
Keywords:landslide  deformation and revival  creep-sliding  Dadu river
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