Journal of Jilin University(Earth Science Edition) ›› 2018, Vol. 48 ›› Issue (1): 193-202.doi: 10.13278/j.cnki.jjuese.20160333
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Tan Fulin, Hu Xinli, Zhang Yuming, He Chuncan, Zhang Han
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[1] 王恭先. 滑坡学与滑坡防治技术文集[M]. 北京:人民交通出版社,2010:34-42. Wang Gongxian. Proceedings of Landslide Science and Landslide Prevention Technology[M]. Beijing: China Communications Press, 2010:34-42. [2] 郑颖人,陈祖煜,王恭先,等. 边坡与滑坡工程治理[M]. 2版. 北京:人民交通出版社,2007:14-24. Zheng Yingren, Chen Zuyu, Wang Gongxian, et al. Engineering Treatment of Slope and Landslide[M].2nd ed. Beijing: China Communications Press, 2007: 14-24. [3] Lu Yingfa. Deformation and Failure Mechanism of Slope in Three Dimensions[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2015, 7(2):109-119. [4] 卢应发,邓国栋,杨丽平,等.滑坡关键块力学行为及力传递特征和不同应力状态的稳定系数研究[J].岩石力学与工程学报, 2014, 33(5):884-891. Lu Yingfa, Deng Guodong, Yang Liping, et al. Study of Mechanical Behaviors of Key Blocks and Characteristics of Force Transmit and Stability Coefficient of Different Stress States of Landslides[J].Chinese Journal of Geotechnical Engineering, 2014, 33(5):884-891. [5] 宋东日,任伟中,沈波,等.牵引式滑坡的破坏机制及其加固措施探讨:以某高速公路牵引式滑坡为例[J].岩土力学,2013, 34(12):3587-3593. Song Dongri, Ren Weizhong, Shen Bo, et al. Discussion on Failure Mechanism of Retrogressive Landslide and Its Reinforcement Measures: Taking a Certain Expressway Retrogressive Landslide for Example[J]. Rock and Soil Mechanics, 2013, 34(12):3587-3593. [6] 袁从华,童志怡,卢海峰.牵引式滑坡特征及主被动加固比较分析[J].岩土力学,2008, 29(10):2853-2858. Yuan Conghua, Tong Zhiyi, Lu Haifeng. Analysis of Characteristics of Retrogressive Landslide and Comparison Between Active and Passive Reinforcements[J]. Rock and Soil Mechanics, 2008, 29(10):2853-2858. [7] 周跃峰,龚壁卫,胡波,等. 牵引式滑坡演化模式研究[J].岩土工程学报,2014, 36(10):1855-1862. Zhou Yuefeng, Gong Biwei, Hu Bo, et al. Evolution Mode of Retrogressive Landslide[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(10):1855-1862. [8] 蔡文,曹洪,罗彦,等.强度折减有限元法模拟边坡牵引式破坏过程[J].岩石力学与工程学报,2011, 30(增刊2):3529-3533. Cai Wen, Cao Hong, Luo Yan, et al. Simulation of Retrogressive Landslide Failure Process by Strength Reduction FEM[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(Sup.2):3529-3533. [9] Lin Hungchou, Yu Yuzhen, Li Guangxin, et al. A Simplified Numerical Approach for the Prediction of Rainfall-Induced Retrogressive Landslides[J]. Acta Geologica Sinica, 2016, 90(4): 1471-1480. [10] 谭福林,胡新丽,张玉明, 等. 牵引式滑坡推力计算方法研究[J]. 岩土力学, 2015, 36(增刊2):532-538. Tan Fulin, Hu Xinli, Zhang Yuming, et al. Study on Calculation Method of Retrogressive Landslide Thrust[J]. Rock and Soil Mechanics, 2015, 36(Sup.2):532-538. [11] 王宝亮,彭盛恩,陈洪凯. 推移式滑坡形成机制的力学演绎[J]. 地质灾害与环境保护,2010, 21(2):74-77. Wang Baoliang, Peng Sheng'en, Chen Hongkai. Mechanical Deduction of Formation Mechanism for the Thrust Load Caused Landslide[J]. Journal of Geological Hazards and Environment Preservation, 2010, 21(2): 74-77. [12] 雍睿,胡新丽,唐辉明,等.推移式滑坡演化过程模型试验与数值模拟研究[J]. 岩土力学,2013, 34(10):3018-3027. Yong Rui, Hu Xinli, Tang Huiming, et al. Model Testing and Numerical Simulation Study of Evolutionary Process of Thrust Load Caused Landslide[J]. Rock and Soil Mechanics, 2013, 34(10):3018-3027. [13] 易朋莹,邓时义,吕涛,等. 基于FLAC3D的浮托型推移式滑坡稳定性分析[J]. 四川理工学院学报(自然科学版),2012, 25(2):60-63. Yi Pengying, Deng Shiyi, Lü Tao, et al. Analysis of Stability for Floated-Pushed Landslide Based on FLAC3D[J]. Journal of Sichuan University of Science & Engineering (Natural Science Edition), 2012, 25(2): 60-63. [14] Tang Huiming, Hu Xinli, Xu Cong, et al. A Novel Approach for Determining Landslide Pushing Force Based on Landslide-Pile Interactions[J]. Engineering Geology, 2014,182:15-24. [15] Zhang Min, Nie Lei, Xu Yan, et al. A Thrust Load-Caused Landslide Triggered by Excavation of the Slope Toe: A Case Study of the Chaancun Landslide in Dalian City, China[J]. Arabian Journal of Geosciences, 2015,8(9): 6555-6565. [16] 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. Xia Hao, Yong Rui, Ma Junwei. 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. [17] 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, 29(7):1297-1303. Wu Aiqing, Ding Xiuli, Li Huizhong, et al. Numerical Simulation of Startup and Whole Failure Process of Qianjiangping Landslide Using Discontinuous Deformation Analysis Method[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 29(7):1297-1303. [18] 杨光华,钟志辉,张玉成,等.根据应力场和位移场判断滑坡的破坏类型及最优加固位置确定[J].岩石力学与工程学, 2012, 31(9):1879-1887. Yang Guanghua, Zhong Zhihui, Zhang Yucheng, et al. Identification of Landslide Type and Determination of Optimal Reinforcement Site Based on Stress Field and Displacement Field[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(9):1879-1887. [19] 肖林萍,赵玉光.复合型滑坡体系统的工程地质勘察及其稳定性分析[J]. 工程地质学报,2002, 10(增刊2):320-325. Xiao Linping, Zhao Yuguang. Engineering Geological Exploration and Stability Analysis of Complex Landslip System[J]. Journal of Engineering Geology, 2002, 10(Sup.2):320-325. [20] 石豫川,冯文凯,刘汉超,等.特大多期复合型滑坡稳定性评价及因素敏感性分析[J]. 岩土力学,2004, 25(6):975-980. Shi Yuchuan, Feng Wenkai, Liu Hanchao, et al. Stability Evaluation for Giant and Multiple Landslide and Sensitive Analysis Factors[J]. Rock and Soil Mechanics, 2004, 25(6):975-980. [21] 谭福林,胡新丽,张玉明,等. 复合式滑坡推力计算方法研究[J]. 长江科学院院报, 2016, 33(6):99-104. Tan Fulin, Hu Xinli, Zhang Yuming, et al.A Method of Calculating the Thrust of Complex Landslide[J]. Journal of Yangtze River Scientific Research Institute, 2016, 33(6): 99-104. [22] Quinn P E, Diederichs M S, Rowe R K, et al. Development of Progressive Failure in Sensitive Clay Slopes[J]. Canadian Geotechnical Journal, 2012,49(7): 782-795. [23] Dey R, Hawlader B, Phillips R, et al. Large Deformation Finite-Element Modelling of Progressive Failure Leading to Spread in Sensitive Clay Slopes[J]. Geotechnique, 2015, 65(8): 657-668. [24] 王庚荪,孔令伟,郭爱国,等. 含剪切带单元模型及其在边坡渐进破坏分析中的应用[J]. 岩石力学与工程学报,2005,24(21):3852-3857. Wang Gengsun, Kong Lingwei, Guo Aiguo, et al. Element Model with Shear Band and Its Application to Progressive Failure Analysis of Slopes[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(21): 3852-3857. [25] 刘忠玉,陈少伟. 应变软化土质边坡渐进破坏的演化模型[J]. 郑州大学学报(工学版),2002, 23(2):37-40. Liu Zhongyu, Chen Shaowei. Evolution Model of Progressive Failure of Strain-Softening Soil Slopes[J]. Journal of Zhengzhou University(Engineering Science), 2002, 23(2): 37-40. [26] 刘开富,谢新宇,张继发,等. 土质边坡的弹塑性应变局部化分析[J].岩土工程学报,2008,30(增刊):291-294. Liu Kaifu, Xie Xinyu, Zhang Jifa, et al. Elasticplastic Strain Localization Analysis of Soil Slope[J]. Chinese Journal of Geotechnical Engineering, 2008,30(Sup.):291-294. [27] 唐芬,郑颖人,赵尚毅. 土坡渐进破坏的双安全系数讨论[J].岩石力学与工程学报,2007,26(7):1402-1407. Tang Fen, Zheng Yingren, Zhao Shangyi. Discussion on Two Safety Factors for Progressive Failure of Soil Slope[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(7): 1402-1407. [28] 刘爱华,王思敬. 平面坡体渐进破坏模型及其应用[J]. 工程地质学报,1994, 2(1):1-8. Liu Aihua, Wang Sijing. Progressive Failure Model for Slope with Plane Sliding Surface and Its Application[J]. Journal of Engineering Geology, 1994, 2(1):1-8. [29] 余飞,陈善雄,余和平. 顺层岩质边坡渐进破坏及失稳机理的数值模拟研究[J].岩土力学,2005, 26(增刊1):36-40. Yu Fei, Chen Shanxiong, Yu Heping. Numerical Simulation Study on Progressive Destruction and Failure Mechanism of Bedding Rock Slopes[J]. Rock and Soil Mechanics, 2005, 26(Sup.1):36-40. [30] 朱雷,黄润秋,王小群,等.基于滑带强度参数动态演化的滑坡稳定性研究[J]. 岩土力学,2015, 36(增刊2):431-437. Zhu Lei, Huang Runqiu, Wang Xiaoqun, et al. Stability Study of Landslide Based on Dynamic Evolution of Sliding Surface Strength Parameter[J]. Rock and Soil Mechanics, 2015, 36(Sup.2):431-437. [31] 卢应发,杨丽平,刘德富. 一种新的节理本构模型及几种新的滑坡稳定系数计算方法[J]. 岩石力学与工程学报,2013, 32(12):2431-2438. Lu Yingfa, Yang Liping, Liu Defu. A New Joint Constitutive Model and a few New Methods of Stability Coefficient Calculation of Landslides[J]. Chinese Journal of Rock Mechanics and Engineering, 2013, 32(12): 2431-2438. [32] 卢应发,黄学斌,刘德富.边坡稳定分析条块力-位移法及其应用[J]. 岩土力学,2015, 36(10):2787-2798. Lu Yingfa, Huang Xuebin, Liu Defu. Slice Block Force-Displacement Method of Slope Stability Analysis and Its Application[J]. Rock and Soil Mechanics, 2015, 36(10):2787-2798. [33] 凌道盛,涂福彬,卜令方. 基于黏聚区域模型的边坡渐进破坏过程强化有限元分析[J]. 岩土工程学报,2012,34(8):1387-1393. Ling Daosheng, Tu Fubin, Bu Lingfang. Enhanced Finite Element Analysis of Progressive Failure of Slopes Based on Cohesive Zone Model[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(8):1387-1393. [34] 何忠明,吴维,付宏渊,等. 基于应变软化模型的软岩高边坡过程稳定性研究[J].中南大学学报(自然科学版),2013, 44(3):1203-1208. He Zhongming, Wu Wei, Fu Hongyuan, et al. Process Stability of Soft Rock High Slope Based on Strain Softening Model[J]. Journal of Central South University (Science and Technology), 2013, 44(3):1203-1208. [35] 薛海斌,党发宁,尹小涛,等. 应变软化边坡稳定性分析方法研究[J]. 岩土工程学报,2016,38(3):570-576. Xue Haibin, Dang Faning, Yin Xiaotao, et al. Stability Analysis Methods for Strain-Softening Slopes[J]. Chinese Journal of Geotechnical Engineering, 2016,38(3):570-576. [36] 邹宗兴,唐辉明,熊承仁,等. 大型顺层岩质滑坡渐进破坏地质力学模型与稳定性分析[J]. 岩石力学与工程学报,2012,31(11):2222-2231. Zou Zongxing, Tang Huiming, Xiong Chengren, et al. Geomechanical Model of Progressive Failure for Large Consequent Bedding Rockslide and Its Stability Analysis[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(11):2222-2231. [37] 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,1994:327-330. Zhang Zhuoyuan, Wang Shitian, Wang Lansheng. Analyzing Principle of Engineering Geology[M]. Beijing: Geological Publishing House, 1994:327-330. [38] 张芳枝, 陈晓平. 东深供水工程风化泥质软岩残余强度特性研究[J]. 工程地质学报, 2003, 11(1): 54-57. Zhang Fangzhi, Chen Xiaoping. The Characteristic of Residual Strength of Soft Clayey Rocks of the East River-Shenzhen Water Supply Project[J]. Journal of Engineering Geology, 2003, 11(1): 54-57. [39] 田斌, 戴会超, 王世梅. 滑带土结构强度特征及其强度参数取值研究[J]. 岩石力学与工程学报, 2004, 23(17):2887-2892. Tian Bin, Dai Huichao, Wang Shimei. Strength Characteristics of Soil in Slide Zone and Determination of Its Parameters[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(17): 2887-2892. [40] 谭文辉,任奋华,苗胜军. 峰值强度与残余强度对边坡加固的影响研究[J].岩土力学,2007,28(10):616-618. Tan Wenhui, Ren Fenhua, Miao Shengjun. Influence of Parameters of Peak Strength and Residual Strength on the Reinforcement of Slopes[J]. Rock and Soil Mechanics, 2007,28(10):616-618. [41] 洪勇,岳玉秋,郑孝玉, 等. 大连滨海粉质黏土剪切力学特性环剪试验[J].吉林大学学报(地球科学版),2016,46(5): 1475-1481. Hong Yong,Yue Yuqiu, Zheng Xiaoyu,et al. Shear Strength of Silty Clay in Dalian by Ring Shear Tests[J]. Journal of Jilin University (Earth Science Edition), 2016,46(5):1475-1481. |
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