Volume 41 Issue 2
Mar.  2022
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Jia Wei, Luo Changhong, Dong Zhao, Wang Mingfei, Liu Xiaohong, Bao Liulei. Type identification and engineering geology zoning of the unstable slope in Tongkuangling[J]. Bulletin of Geological Science and Technology, 2022, 41(2): 91-103. doi: 10.19509/j.cnki.dzkq.2022.0057
Citation: Jia Wei, Luo Changhong, Dong Zhao, Wang Mingfei, Liu Xiaohong, Bao Liulei. Type identification and engineering geology zoning of the unstable slope in Tongkuangling[J]. Bulletin of Geological Science and Technology, 2022, 41(2): 91-103. doi: 10.19509/j.cnki.dzkq.2022.0057

Type identification and engineering geology zoning of the unstable slope in Tongkuangling

doi: 10.19509/j.cnki.dzkq.2022.0057
  • Received Date: 18 Jun 2021
  • The subgrade, tunnel and bridge engineering of highways or railways may be affected by some geological disasters, especially by unknown disaster types, which directly affects the overall treatment decision.This article takes the Tongkuangling unstable slope on the Yiba Expressway as an example andidentifies the types of the Tongkuangling unstable slope by using field geological surveys, engineering geological analysis and monitoring data analysis. The field investigation shows that this unstable slope is made up of the eluvial deluvial deposit of the upper part and siltstone with an inverted layer of the lower part. Combined with the displacement monitoring data, it is determined that there are multiple shear slip surfaces in the loose deposits. The unstable slope is comprehensively determined to be a deep creep deformation body. Last, according to the characteristics of deformation, the Tongkuangling deformation body is finally divided into two zones, of which zone Ⅱ can be subdivided into two small zones. The Ⅱ2 zone is the key control part. This provides the geological basis for the subsequent treatment design of the deep deformation body.It can be seen that the combination of traditional engineering geological surveys and monitoring data analysis is an effective means to identify the type of geological disasters and determine the boundary range.

     

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  • [1]
    王晓华, 胡友健, 柏柳. 变形监测研究现状综述[J]. 测绘科学, 2006, 31(2): 130-132, 9. https://www.cnki.com.cn/Article/CJFDTOTAL-CHKD200602045.htm

    Wang X H, Hu Y J, Bai L. A summary on the present advances of deformation monitoring[J]. Science of Surveying and Mapping, 2006, 31(2): 130-132, 9(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-CHKD200602045.htm
    [2]
    张倬元, 王士天, 王兰生. 工程地质分析原理[M]. 北京: 地质出版社, 1994.

    Zhang Z Y, Wang S T, Wang L S. Principle of engineering geology analysis[M]. Beijing: Geological Publishing House, 1994(in Chinese).
    [3]
    黄润秋. 岩石高边坡的时效变形分析及其工程地质意义[J]. 工程地质学报, 2000, 8(2): 148-153. doi: 10.3969/j.issn.1004-9665.2000.02.004

    Huang R Q. Time-dependent deformation of a high rock slope and its engineering-geological significance[J]. Journal of Engineering Geology, 2000, 8(2): 148-153(in Chinese with English abstract). doi: 10.3969/j.issn.1004-9665.2000.02.004
    [4]
    李媛, 孟晖, 董颖, 等. 中国地质灾害类型及其特征: 基于全国县市地质灾害调查成果分析[J]. 中国地质灾害与防治学报, 2004, 15(2): 29-34. doi: 10.3969/j.issn.1003-8035.2004.02.005

    Li Y, Meng H, Dong Y, et al. Main Types and characterisitics of geo-hazard in China: Based on the results of geo-hazard survey in 290 counties[J]. The Chinese Journal of Geological Hazard and Control, 2004, 15(2): 29-34(in Chinese with English abstract). doi: 10.3969/j.issn.1003-8035.2004.02.005
    [5]
    魏永幸, 岳志勤, 李光辉. 复杂艰险山区地质灾害识别与铁路减灾选线[J]. 高速铁路技术, 2019, 10(3): 1-5, 24. https://www.cnki.com.cn/Article/CJFDTOTAL-GSTL201903001.htm

    Wei Y X, Yue Z Q, Li G H. Identification of geological hazards and disaster reduction techniques of railway route selection in complex dangerous mountain area[J]. High Speed Railway Technology, 2019, 10(3): 1-5, 24(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-GSTL201903001.htm
    [6]
    祝俊华, 陈志新, 赵法锁, 等. 延安市不稳定斜坡发育特征研究[J]. 灾害学, 2016, 31(4): 61-64, 109. doi: 10.3969/j.issn.1000-811X.2016.04.011

    Zhu J H, Chen Z X, Zhao F S, et al. Study on the development features of unstable slopes in Yan'an[J]. Journal of Catastrophology, 2016, 31(4): 61-64, 109(in Chinese with English abstract). doi: 10.3969/j.issn.1000-811X.2016.04.011
    [7]
    侯伟龙, 巨能攀, 屈科, 等. 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): 493-498. doi: 10.3969/j.issn.1008-2786.2011.04.014

    Hou W L, Ju N P, Qu K, et al. 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]. Mountain Research, , 2011, 29(4): 493-498(in Chinese with English abstract). doi: 10.3969/j.issn.1008-2786.2011.04.014
    [8]
    李沧海. 柒树湾不稳定斜坡变形机制分析及稳定性评价[D]. 成都: 成都理工大学, 2010.

    Li C H. Deformation mechanism analysis and stability evaluation of unstable slope in Qishuwan[D]. Chengdu: Chengdu University of Technology, 2010(in Chinese with English abstract).
    [9]
    张晓奇, 胡新丽, 刘忠绪, 等. 呷爬滑坡滑带土蠕变特性及其稳定性[J]. 地质科技通报, 2020, 39(6): 145-153. doi: 10.19509/j.cnki.dzkq.2020.0604

    Zhang X Q, Hu X L, Liu Z X, et al. Creep properties and stability of sliding zone soil in Gapa landslide[J]. Bulletin of Geological Science and Technology, 2020, 39(6): 145-153(in Chinese with English abstract). doi: 10.19509/j.cnki.dzkq.2020.0604
    [10]
    唐军峰, 唐雪梅, 肖鹏, 等. 库水位升降与降雨作用下大型滑坡体渗流稳定性分析[J]. 地质科技通报, 2021, 40(4): 153-161. doi: 10.19509/j.cnki.dzkq.2021.0409

    Tang J F, Tang X M, Xiao P, et al. Analysis of seepage stability of large-scale landslide under water-level fluctuation and rainfall[J]. Bulletin of Geological Science and Technology, 2021, 40(4): 153-161(in Chinese with English abstract). doi: 10.19509/j.cnki.dzkq.2021.0409
    [11]
    徐绍铨, 程温鸣, 黄学斌, 等. GPS用于三峡库区滑坡监测的研究[J]. 水利学报, 2003, 34(1): 114-118. https://www.cnki.com.cn/Article/CJFDTOTAL-SLXB200301021.htm

    Xu S Q, Cheng W M, Huang X B, et al. The investigation of the landslides monitoring in the Three Gorges Reservoir Region by applying GPS[J] Journal of Hydraulic Engineering, 2003, 34(1): 114-118(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-SLXB200301021.htm
    [12]
    陈晓洋, 张宏阳, 冀东, 等. 重庆某不稳定斜坡变形监测及稳定性分析[J]. 地质力学学报, 2011, 17(4): 402-409. doi: 10.3969/j.issn.1006-6616.2011.04.010

    Chen X Y, Zhang H Y, Ji D, et al. Deformation monitoring and stability analysis of an unstable slope in chongqing city[J]. Journal of Geomechanics, 2011, 17(4): 402-409(in Chinese with English abstract). doi: 10.3969/j.issn.1006-6616.2011.04.010
    [13]
    刘广宁, 黄波林, 陈小婷, 等. 龚家方Ⅳ号斜坡监测及变形机理分析[J]. 人民黄河, 2012, 34(11): 141-143. https://www.cnki.com.cn/Article/CJFDTOTAL-RMHH201211050.htm

    Liu G N, Huang B L, Chen X T, et al. Monitoring and deformation mechanism of Gongjiafang IV slope[J]. Yellow River, 2012, 34(11): 141-143(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-RMHH201211050.htm
    [14]
    李群, 曾超, 刘文强, 等. 基于密集多点变形监测的公路滑坡主滑方向动态判别[J]. 地质科技情报, 2019, 38(4): 231-239. https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ201904024.htm

    Li Q, Zeng C, Liu W Q, et al. Dynamic discrimination of main slip direction of a highway landslide based on dense multi-point deformation monitoring[J]. Geological Science and Technology Information, 2019, 38(4): 231-239(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ201904024.htm
    [15]
    许强. 对地质灾害隐患早期识别相关问题的认识与思考[J]. 武汉大学学报: 信息科学版, 2020, 45(11): 4-12. https://www.cnki.com.cn/Article/CJFDTOTAL-WHCH202011001.htm

    Xu Q. Understanding and consideration of related issues in early identification of potential geohazards[J]. Geomatics and Information Science of Wuhan University, 2020, 45(11): 4-12(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-WHCH202011001.htm
    [16]
    赵力行, 范文, 柴小庆, 等. 秦巴山区地质灾害发育规律研究: 以镇巴县幅为例[J]. 地质与资源, 2020, 29(2): 187-195. https://www.cnki.com.cn/Article/CJFDTOTAL-GJSD202002011.htm

    Zhao L X, Fan W, Chai X Q, et al. Study on the development regularity of geohazards in Qinlingdaba mountains: A case study of Zhenba County, Shaanxi Province[J]. Geology and Resources, 2020, 29(2): 187-195(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-GJSD202002011.htm
    [17]
    谢和平, 张茹, 邓建辉, 等. 基于"深地-地表"联动的深地科学与地质灾害防控技术体系初探[J]. 工程科学与技术, 2021, 53(4): 1-12.

    Xie H P, Zhang R, Deng J H, et al. A preliminary study on the technical system of deep earth science and geo disaster prevention-control based on the "deep earth-surface" Linkage Strategy[J]. Advanced Engineering Sciences, 2021, 53(4): 1-12(in Chinese with English abstract).
    [18]
    杨背背, 殷坤龙, 梁鑫, 等. 三峡库区麻柳林滑坡变形特征及演化模拟[J]. 地质科技通报, 2020, 39(2): 122-129. doi: 10.19509/j.cnki.dzkq.2020.0213

    Yang B B, Yin K L, Liang X, et al. Deformation characteristics and evolution simulation of the Maliulin landslide in the Three Gorges Reservoir area[J]. Bulletin of Geological Science and Technology, 2020, 39(2): 122-129(in Chinese with English abstract). doi: 10.19509/j.cnki.dzkq.2020.0213
    [19]
    黄振伟, 马力刚, 雷明. 西藏扎拉水电站倾倒边坡工程地质特性研究[J]. 工程科学与技术, 2020, 52(5): 83-92. https://www.cnki.com.cn/Article/CJFDTOTAL-SCLH202005008.htm

    Huang Z W, Ma L G, Lei M. Study on the engineering geological characteristics of the toppling slope of zara hydropower station in tibet[J]. Advanced Engineering Sciences, 2020, 52(5): 83-92(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-SCLH202005008.htm
    [20]
    田磊. 三峡库区变形体、滑坡、崩滑体的区别及认识[C]//第七届全国工程地质大会论文集. 2004: 173-174.

    Tian L. Distinguishing and identification of deformable body, landside and collapse body in the three gorges reservoir area[C]//Proceedings of the 7th National Engineering Geology Conference, 2004: 173-174(in Chinese).
    [21]
    黄润秋, 张伟锋, 裴向军. 大光包滑坡工程地质研究[J]. 工程地质学报, 2014, 22(4): 557. https://www.cnki.com.cn/Article/CJFDTOTAL-GCDZ201404005.htm

    Huang R Q, Zhang W F, Pei X J. Engineering geological study on Daguangbao landslide[J]. Journal of Engineering Geology, 2014, 22(4): 557(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-GCDZ201404005.htm
    [22]
    靳晓光, 李晓红, 王兰生, 等. 滑坡深部位移曲线特征及稳定性判识[J]. 山地学报, 2000, 18(5): 440-444. https://www.cnki.com.cn/Article/CJFDTOTAL-SDYA200005016.htm

    Jin X G, Li X H, Wang L S, et al. Characteristics of landslide deep displacement curve and stability discriminant[J]. Mountain Research, 2000, 18(5): 440-444(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-SDYA200005016.htm
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