[1] 谢谟文, 刘翔宇,等.基于三维遥感系统的泥石流土石量计算及影响范围模拟[J].水文地质工程地质, 2011,38(3): 115~119.Xie Mowen, Liu Xiangyu, et al. A 3-D remote sensing system based on assessment of debis flow and impact area simulation. Hydrogeology & Engineering Geology, 2011,38(3): 115~119.[2] 常鸣, 唐川,等.雅鲁藏布江米林段泥石流堆积扇危险范围预测模型[J].工程地质学报, 2012,20(6): 971~978.Chang Ming, Tang Chuan, et al.Prediction model for debris flow hazard zone on alluvial fan in milin section of Yarlungzangbo river, Tibet. Journal of Engineering Geology, 2012,20(6): 971~978.[3] 曾思伟, 张又安.黏性泥石流舌状沉积形态及其剖面特征[C].中国第四纪冰川冰缘学术讨论会文集[A].北京:科学出版社, 1985, 101~106.Zeng Siwei, Zhang Youan. Sticky mudslides lingulate sedimentary configuration and its profile features. In: Collected Works of the Symposium on Chinese Glacial and Ice Margin. Beijing: Science Press, 1985, 101~106.[4] 铁永波, 李宗亮.磨西河流域泥石流流域形态的非线性特征[J].工程地质学报, 2011,19(3): 376~380.Tie Yongbo, Li Zongliang. Nonlinear characters of debris flow evolution in Moxi river basin. Journal of Engineering Geology, 2011,19(3): 376~380.[5] 田连权. 滇东北蒋家沟黏性泥石流堆积地貌[J].山地研究, 1991,9(3): 185~192.Tian Lianquan. Accumulational landform of viscous debress flow in Jiangjia ravine, northeast Yunnan. Mountain Research, 1991,9(3): 185~192.[6] Cannon SH,Savage WZ.A mass-change model for the estimation of debris-flow runout[J]. Journal of Geology, 1988,96: 221~227.[7] Rickenmann D.Runout prediction method[A]. In: Jakob M,Hungr O.(Eds.) Debris-flow Hazard and Related Phenomena[C]. Praxis, Chichester, UK.2005, 305~324.[8] 池谷浩, 米尺谷,诚悦.土石流危险区の设定に关する研究(第二报)[J].土木技术资料, 970,21(9): 46~50.Iketani kou,komesyakutani,makotoetsu. Study on debris flow hazard area(The second report).Civil engineering technical data,970,21(9):46~50.[9] 高桥保. 土石流の堆积危险范围の预测[J].自然灾害科学总合ツソボツテム, 1980,17: 133~148.Takahashihou.The predicted range of debris flow deposits.Natural disaster science,1980,17:133~148.[10] 水山高久, 渡边正幸,上原信司.土石流の堆积形状[J].自然灾害科学总合ツソボツテム, 1980,17: 169~172.Mizuyama Takahisa,Watanabeseiyoki,ueharasinsi.Morphology of debris flow deposits.Natural Disaster Science,1980,17:169~172.[11] Berti M,Simoni A.Prediction of debris flow inundation areas using empirical mobility relationships[J]. Geomorphology, 2007,90: 144~161.[12] Huerliman M,Rickenmann D,Medina V,et al. Evaluation of approaches to calculate debris-flow parameters for hazad assessment[J]. Engineering Geology, 2008,102: 152~163.[13] Takahashi T,Tsujimoto H.Delineation of the debris flow hazardous zone by a numerical simulation method. Proceeding of International Symposium on Erosion, debris flow and disaster prevention. Tsukuba: Japan of Erosion Control Engineering Society, 1985, 457~462.[14] Takahashi T,Nakagawa H,Harada T,et al. Routing debris flows with particle segregation[J]. Journal of Hydraulic Engineering, 1992,118(11): 1490~1507.[15] 王纯祥, 白世伟,江崎哲郎,三谷泰浩.基于GIS泥石流二维数值模拟[J].岩土力学, 2007,28(7): 1359~1368.Wang Chunxiang, Bai Shiwei, Esaki Tetsuro, Mitani Yasuhiro. GIS-based two-dimensional numerical simulation of debris flow. Rock and Soil Mechanics, 2007,28(7): 1359~1368.[16] 王纯祥, 白世伟,江崎哲郎,等.泥石流的二维数学模型[J].岩土力学, 2007,28(6): 1237~1241.Wang Chunxiang, Bai Shiwei, Esaki Tetesro, et al. Two-dimensional mathematical modeling of debris flow. Rock and Soil Mechanics, 2007,28(6): 1237~1241.[17] 谢谟文, 蔡美峰.信息边坡工程学的理论与实践[M].北京:科学出版社, 2005.Xie Mowen, Cai Meifeng. The Theory and Practice of Information Slope Engineering. Beijing: Science Press, 2005.[18] 谢谟文, 王纯祥,等.滑坡发生地周围类似滑坡再发分析及灾害评价[J].岩石力学与工程学报, 2005,24(15): 2640~2645.Xie Mowen, Wang Chunxiang, et al. Landslide hazard assessment aeound a past landslide site. Chinese Journal of Rock Mechanics and Engineering, 2005,24(15): 2640~2645.
|