YAN Ju-Sheng, TAN Jian-Min, ZHANG Yu. 2024. Formation Mechanism and Stability Analysis of Qinjiatian Landslide of Qingjiang River Basin. South China Geology, 40(1): 162-170. doi: 10.3969/j.issn.2097-0013.2024.01.012
Citation: |
YAN Ju-Sheng, TAN Jian-Min, ZHANG Yu. 2024. Formation Mechanism and Stability Analysis of Qinjiatian Landslide of Qingjiang River Basin. South China Geology, 40(1): 162-170. doi: 10.3969/j.issn.2097-0013.2024.01.012
|
Formation Mechanism and Stability Analysis of Qinjiatian Landslide of Qingjiang River Basin
-
Wuhan Center, China Geological Survey (Geosciences Innovation Center of Central South China),Wuhan 430205, Hubei, China
-
Abstract
Qinjiatian landslide, located in Geheyan Reservoir area of Qing River basin, is a representative of the slip of limestone along the soft interlayer in the slope area. The deformation of leading edge of the bank is obvious after water storage, and its stability is directly related to the safety of 12 people from 3 families and the normal operation of the Geheyan reservoir. By means of field investigation, engineering geological surveying, drilling and trenching, the formation conditions of the landslide are found out , the formation evolution and mechanism of the landslide are analyzed, and the stability of the landslide is calculated by using the limit equilibrium analysis method. The results show that the stability of the landslide is relatively well and mainly affected by external dynamic factors such as rainstorm, fluctuation of reservoir water level, etc. , however, under the condition of heavy rainfall and sudden drawdown of reservoir water level, the stability coefficient decreases and local collapse may occur.
-
-
References
[1] |
常宏,谭建民,李明,韩会卿.2018.清江河道变迁与滑坡崩塌[M].武汉:中国地质大学出版社.1-144.
Google Scholar
|
[2] |
常宏.2022.三峡库区潜在顺层岩质滑坡识别的宏观判据[J].华南地质,38(2):265-272.
Google Scholar
|
[3] |
常宏.2023.三峡库区堆积体复活失稳的宏观判据初探[J].华南地质,39(3):428-444.
Google Scholar
|
[4] |
胡海霞,薛永恒.2015.清江中上游景阳滑坡群成因及稳定性分析[J].地质灾害与环境保护,26(3):39-42.
Google Scholar
|
[5] |
湖北省水文队.1983.鄂西山区(宜昌地区)山体稳定和岩崩滑坡调查研究报告[R].
Google Scholar
|
[6] |
李世海,刘天苹,刘晓宇.2009.论滑坡稳定性分析方法[J].岩石力学与工程学报,28(S2):3309-3324.
Google Scholar
|
[7] |
李守定,李晓,刘艳辉.2006.清江茅坪滑坡形成演化研究[J].岩石力学与工程学报,25(2):377-384.
Google Scholar
|
[8] |
李守定,李晓,吴疆,刘艳辉.2007.大型基岩顺层滑坡滑带形成演化过程与模式[J].岩石力学与工程学报, 26(12):2473-2480.
Google Scholar
|
[9] |
刘长春,殷坤龙,李远耀.2010.巴东县文家滑坡稳定性计算及其敏感性分析[J].水文地质工程地质,37(1):113-117+123.
Google Scholar
|
[10] |
沈继芳,李焰云,徐瑞春.1996.清江流域岩溶研究[M].北京:地质出版社,5-7.
Google Scholar
|
[11] |
谭建民,李明,闫举生,李逵,韩会卿,常宏,霍志涛.2009.湖北省巴东县地质灾害详细调查报告[R].武汉:中国地质调查局武汉调查中心,80-83.
Google Scholar
|
[12] |
唐辉明.2008.工程地质学基础[M].北京:化学工业出版社,107.
Google Scholar
|
[13] |
汪华斌,徐瑞春.2002.湖北清江鱼洞河滑坡变形机制及稳定性研究[J].中国地质灾害与防治学报,13(3):34-37+41.
Google Scholar
|
[14] |
王旭升,常宏,谭建民.2003.斜坡地下水渗透力计算与稳定性分析[J].水文地质工程地质,30(2):41-45.
Google Scholar
|
[15] |
晏鄂川,刘广润. 2004.试论滑坡基本地质模型[J].工程地质学报,12(1):21-24.
Google Scholar
|
[16] |
杨为民,徐瑞春,吴树仁,石菊松.2007.清江隔河岩库区天池口滑坡变形机制及稳定性分析[J].吉林大学学报(地球科学版),37(5):972-977.
Google Scholar
|
[17] |
殷坤龙,杜鹃,汪洋.2008.清江水布垭库区大堰塘滑坡涌浪分析[J].岩土力学,29(12):3266-3270.
Google Scholar
|
[18] |
张丽芬,曾夏生,魏贵春.2008.湖北省巴东县木竹坪滑坡失稳成因分析[J].地质灾害与环境保护,19(4):72-76+91.
Google Scholar
|
[19] |
赵信文,金维群,彭轲,常宏,黎清华,黎义勇,薛永恒.2009.清江中游隔河岩库区偏山滑坡形成机制及稳定性分析[J]吉林大学学报(地球科学版),39(5): 874-881.
Google Scholar
|
[20] |
中华人民共和国国土资源部.2016.中华人民共和国国家标准《滑坡防治工程勘查规范》(GB/T 32864-2016)[S].北京:全国国土资源标准化管理委员会,1-23.
Google Scholar
|
[21] |
朱赛楠.2016.厚层基岩滑坡软弱夹层演化过程及控滑机理研究[D].长安大学博士学位论文,30-34.
Google Scholar
|
-
-
Access History