Citation: | Yang Dengfang, Hu Xinli, Xu Chu, Wang Qiang, Niu Lifei, Zhang Jiehao. Deformation and evolution characteristics of landslides with multiple sliding zones based on physical model test[J]. Bulletin of Geological Science and Technology, 2022, 41(2): 300-308. doi: 10.19509/j.cnki.dzkq.2021.0069 |
[1] |
黄强盛, 尉学勇. 思南东互通管理区大型滑坡变形机理分析与治理措施[J]. 路基工程, 2013, 39(5): 171-175. doi: 10.3969/j.issn.1003-8825.2013.05.042
Huang Q S, Wei X Y. Analysis of deformation mechanism and treatment measures of large-scale landslide in Sinan east interchange management area[J]. Roadbed Engineering, 2013, 39(5): 171-175(in Chinese with English abstract). doi: 10.3969/j.issn.1003-8825.2013.05.042
|
[2] |
于贵. 向家坡大型复杂滑坡的坡体结构和变形机理[J]. 工程勘察, 2009, 37(12): 49-53. https://www.cnki.com.cn/Article/CJFDTOTAL-GCKC200912010.htm
Yu G. Slope structure and deformation mechanism of Xiangjiapo large-scale complex landslide[J]. Engineering Investigation, 2009, 37(12): 49-53(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-GCKC200912010.htm
|
[3] |
向家松, 文宝萍, 陈明, 等. 结构复杂滑坡活动对库水位变化的响应特征: 以三峡库区柴湾滑坡为例[J]. 水文地质工程地质, 2017, 44(4): 71-77, 84. https://www.cnki.com.cn/Article/CJFDTOTAL-SWDG201704011.htm
Xiang J S, Wen B P, Chen M, et al. Response characteristics of complex landslide activities to reservoir water level changes: A case study of Chaiwan landslide in the Three Gorges Reservoir area[J]. Hydrogeology and Engineering Geology, 2017, 44(4): 71-77, 84(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-SWDG201704011.htm
|
[4] |
朱世煜, 王宝军, 施斌, 等. 基于GIS的马家沟滑坡稳定性计算与分区[J]. 工程地质学报, 2014, 22(6): 1187-1193. https://www.cnki.com.cn/Article/CJFDTOTAL-GCDZ201406028.htm
Zhu S Y, Wang B J, Shi B, et al. GIS-based stability calculation and zoning of Majiagou landslide[J]. Journal of Engineering Geology, 2014, 22(6): 1187-1193(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-GCDZ201406028.htm
|
[5] |
胡新丽, 唐辉明, 李长冬, 等. 基于参数反演的保扎滑坡变形破坏机理研究[J]. 工程地质学报, 2011, 19(6): 795-801. doi: 10.3969/j.issn.1004-9665.2011.06.001
Hu X L, Tang H M, Li C D, et al. Research on deformation and failure mechanism of Baozha landslide based on parameter back analysis[J]. Journal of Engineering Geology, 2011, 19(6): 795-801(in Chinese with English abstr act). doi: 10.3969/j.issn.1004-9665.2011.06.001
|
[6] |
邬爱清, 丁秀丽, 李会中, 等. 非连续变形分析方法模拟千将坪滑坡启动与滑坡全过程[J]. 岩石力学与工程学报, 2006, 25(7): 1297-1303. doi: 10.3321/j.issn:1000-6915.2006.07.001
Wu A Q, Ding X L, Li H Z, et al. The discontinuous deformation analysis method simulates the start of the Qianjiangping landslide and the whole process of the landslide[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(7): 1297-1303(in Chinese with English abstract). doi: 10.3321/j.issn:1000-6915.2006.07.001
|
[7] |
Qi S W, Yan F Z, Wang S J, et al. Characteristics, mechanism and development tendency of deformation of Maoping landslide after commission of Geheyan reservoir on the Qingjiang River, Hubei Province China[J]. Engineering Geology, 2006, 86(1): 37-51. doi: 10.1016/j.enggeo.2006.04.004
|
[8] |
Xie M L, Zhao Z W H, Ju N P, et al. Landslide evolution assessment based on InSAR and real-time monitoring of a large reactivated landslide, Wenchuan, China[J]. Engineering Geology, 2020, 277: 105781. doi: 10.1016/j.enggeo.2020.105781
|
[9] |
Lin C H, Lin C H. Evolution of the large landslide induced by Typhoon Morakot: A case study in the Butangbunasi River, southern Taiwan using the discrete element method[J]. Engineering Geology, 2015, 197: 172-187. doi: 10.1016/j.enggeo.2015.08.022
|
[10] |
Zheng Y, Chen C, Liu T, et al. Slope failure mechanisms in dipping interbedded sandstone and mudstone revealed by model testing and distinct-element analysis[J]. Bulletin of Engineering Geology and the Environment, 2018, 77(1): 49-68. doi: 10.1007/s10064-017-1007-6
|
[11] |
宋英杰, 陈文强, 李长冬. 抗滑桩加固后边坡稳定性评价与桩位优化研究进展[J]. 安全与环境工程, 2016, 23(5): 43-49, 54. https://www.cnki.com.cn/Article/CJFDTOTAL-KTAQ201605008.htm
Song Y J, Chen W Q, Li C D. Research progress of the stability evaluation of slope reinforced with stabilizing piles and optimization of plie location[J]. Safety and Environmental Engineering, 2016, 23(5): 43-49, 54(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-KTAQ201605008.htm
|
[12] |
黄少平, 晏鄂川, 尹晓萌, 等. 不同临空条件的层状反倾岩质边坡倾倒变形几何特征参数影响规律[J]. 地质科技通报, 2021, 40(1): 159-165. https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ202101017.htm
Huang S P, Yan E C, Yin X M, et al. Action law of geometrical characteristics parameters in the anti-dip rock slopes under different free face condition[J]. Bulletin of Geological Science and Technology, 2021, 40(1): 159-165(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ202101017.htm
|
[13] |
Zhang S, Zhu Z, Qi S, et al. Deformation process and mechanism analyses for a planar sliding in the Mayanpo massive bedding rock slope at the Xiangjiaba Hydropower Station[J]. Landslides, 2018, 15(10): 2061-2073. doi: 10.1007/s10346-018-1041-x
|
[14] |
王旋, 胡新丽, 周昌, 等. 基于物理模型试验的滑坡-抗滑桩位移场变化特征[J]. 地质科技通报, 2020, 39(4): 103-108. https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ202004013.htm
Wang X, Hu X L, Zhou C, et al. Model on the displacement field characteristics of the landslide stablilizing piles[J]. Bulletin of Geological Science and Technology, 2020, 39(4): 103-108(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ202004013.htm
|
[15] |
Yang B B, Yin K L, Xiao T, et al. Annual variation of landslide stability under the effect of water level fluctuation and rainfall in the Three Gorges Reservoir, China[J]. Environmental Earth Sciences, 2017, 76(16): 546.
|
[16] |
杨涛, 周德培, 罗阳明. 考虑层间作用的多层滑坡分析方法[J]. 岩石力学与工程学报, 2005, 24(7): 1129-1133. doi: 10.3321/j.issn:1000-6915.2005.07.007
Yang T, Zhou P D, Luo Y M. A new method considering inter-layer interactions for analysis of multi-layers landslide[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(7): 1129-1133(in Chinese with English abstract). doi: 10.3321/j.issn:1000-6915.2005.07.007
|
[17] |
尹志光, 俸锦福, 刘腊美, 等. 向家山滑坡机理及稳定性研究[J]. 地下空间与工程学报, 2007, 3(1): 167-171. https://www.cnki.com.cn/Article/CJFDTOTAL-BASE200701036.htm
Yin Z G, Feng J F, Liu L M, et al. Study on the mechanism and stability of Xiangjiashan landslide[J]. Chinese Journal of Underground Space and Engineering, 2007, 3(1): 167-171(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-BASE200701036.htm
|
[18] |
陈力华, 靳晓光, 刘新荣, 等. 多滑面滑坡稳定性分析[J]. 地下空间与工程学报, 2008, 4(6): 1138-1141. https://www.cnki.com.cn/Article/CJFDTOTAL-BASE200806031.htm
Chen L H, Jin X G, Liu X R, et al. Stability analysis of landslides with multi slip surface[J]. Chinese Journal of Underground Space and Engineering, 2008, 4(6): 1138-1141(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-BASE200806031.htm
|
[19] |
Lourenco S D N, Sassa K, Fukuoka H. Failure process and hydrologic response of a two layer physical model: Implications for rainfall-induced landslides[J]. Geomorphology, 2005, 73(1): 115-130.
|
[20] |
倪卫达, 唐辉明, 胡新丽, 等. 黄土坡临江I号崩滑体变形及稳定性演化规律研究[J]. 岩土力学, 2013, 34(10): 2961-2970. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201310031.htm
Ni W D, Tang H M, Hu X L, et al. Research on deformation and stability evolution law of Huangtupo riverside slump-mass No. 1[J]. Rock and Soil Mechanics, 2013, 34(10): 2961-2970(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201310031.htm
|
[21] |
Fan L, Zhang G C, Li B, et al. Deformation and failure of the Xiaochatou landslide under rapid drawdown of the reservoir water level based on centrifuge tests[J]. Bulletin of Engineering Geology and the Environment, 2017, 76(3): 891-900. doi: 10.1007/s10064-016-0895-1
|
[22] |
Song J, Fan Q Q, Feng T G, et al. A multi-block sliding approach to calculate the permanent seismic displacement of slopes[J]. Engineering Geology, 2019, 255: 48-58. doi: 10.1016/j.enggeo.2019.04.012
|
[23] |
陈德龙, 杨长明, 王恒. 某岩质滑坡多层滑带勘查方法应用研究[J]. 工程技术研究, 2020, 5(7): 107-108. doi: 10.3969/j.issn.1671-3818.2020.07.048
Chen D L, Yang C M, Wang H. Research on application of exploration method for multilayer slip zone of a rock landslide[J]. Engineering Technology and Application, 2020, 5(7): 107-108(in Chinese with English abstract). doi: 10.3969/j.issn.1671-3818.2020.07.048
|
[24] |
贺可强. 大型堆积层滑坡的多层滑移规律分析[J]. 金属矿山, 1998, 26(7): 15-18. https://www.cnki.com.cn/Article/CJFDTOTAL-JSKS807.004.htm
He K Q. An analysis on the multilayered slide law of the large-scale accumulative landslides[J]. Metal Mine, 1998, 26(7): 15-18(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-JSKS807.004.htm
|
[25] |
夏浩, 雍睿, 马俊伟. 推移式滑坡模型试验推力加载方法的研究[J]. 长江科学院院报, 2015, 32(1): 112-116. doi: 10.3969/j.issn.1001-5485.2015.01.023
Xia H, Yong R, Ma J W. Method of driving force loading in model test of landslide caused by thrust load[J]. Journal of Yangtze River Scientific Research Institute, 2015, 32(1): 112-116(in Chinese with English abstract). doi: 10.3969/j.issn.1001-5485.2015.01.023
|
[26] |
铁道部第二勘测设计院. 抗滑桩设计与计算[M]. 北京: 中国铁道出版社, 1983.
The Second Survey and Design Institute of the Ministry of Railways. Design and calculation of anti-slide piles[M]. Beijing: China Railway Publishing House, 1983(in Chinese).
|
[27] |
曹玲, 罗先启, 程圣国. 千将坪滑坡物理模型试验相似材料研究[J]. 三峡大学学报: 自然科学版, 2007, 29(1): 37-39, 45. https://www.cnki.com.cn/Article/CJFDTOTAL-WHYC200701008.htm
Cao L, Luo X Q, Cheng S G. Research on similar material of physical model for Qianjiangping landslide[J]. Journzl of China Three Gorges University: Natural Sciences, 2007, 29(1): 37-39, 45(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-WHYC200701008.htm
|
[28] |
李瑞林, 石高鹏, 李军. 模型试验土体相似材料关键技术及研究现状[J]. 能源技术与管理, 2012, 18(4): 1-2, 5. doi: 10.3969/j.issn.1672-9943.2012.04.001
Li R L, Shi G P, Li J. Key technologies and research status of soil-like materials in model tests[J]. Energy Technology and Management, 2012, 18(4): 1-2, 5(in Chinese with English abstract). doi: 10.3969/j.issn.1672-9943.2012.04.001
|
[29] |
Baba H O, Peth S. Large scale soil box test to investigate soil deformation and creep movement on slopes by particle image velocimetry(PIV)[J]. Soil and Tillage Research, 2012, 125: 38-43. doi: 10.1016/j.still.2012.05.021
|
[30] |
He C C, Hu X L, Tan D D, et al. Response of a landslide to reservoir impoundment in model tests[J]. Engineering Geology, 2018, 247: 84-93. doi: 10.1016/j.enggeo.2018.10.021
|