|
[1] 祁生文. 边坡动力响应分析及应用研究[博士学位论文][D]. 北京:中国科学院地质与地球物理研究所,2002.(QI Shengwen. Analysis and application research of dynamic responses of slope[Ph. D. Thesis][D]. Beijing:Institute of Geology and Geophysics,Chinese Academy of Sciences,2002.(in Chinese))
[2] 丁彦慧. 中国西部地区地震滑坡预测方法研究[博士学位论文][D].北京:中国地质大学,1997.(DING Yanhui. Research on prediction method of landslide in china's western area under earthquake[Ph. D. Thesis][D]. Beijing:China University of Geosciences,1997.(in Chinese))
[3] 杨长卫,张建经. 双面高陡边坡的地震滑坡效应分析[J]. 西南交通大学学报,2013,48(3):415–422.(YANG Changwei,ZHANG Jianjing. Landslide ressponsess of high steep hill with two-side slopes under ground shaking[J]. Journal of Southwest Jiaotong University, 2013,48(3):415–422.(in Chinese))
[4] 王存玉. 地震条件下二滩水库岸坡稳定性研究——岩体工程地质力学问题(七)[M]. 北京:科学出版社,1987:5–74.(WANG Cunyu. Stability research on the ertan reservoir bank slope under earthquake——Rock mass engineering geological mechanics problems(seven)[M]. Beijing:Science Press,1987:5–74.(in Chinese))
[5] 何蕴龙,陆述远. 岩石边坡地震作用近似计算方法[J]. 岩土工程学报,1998,20(2):66–68.(HE Yunlong,LU Shuyuan. A method for calculating the seismic action in rock slope[J]. Chinese Journal of Geotechnical Engineering,1998,20(2):66–68.(in Chinese))
[6] 祁生文. 单面边坡的两种动力反应形式及其临界高度[J]. 地球物理学报,2006,49(2):518–523.(QI Shengwen. Two patterns of dynamic responses of single-free-surface slopes and their threshold height[J]. Chinese Journal of Geophysics,2006,49(2):518–523.(in Chinese))
[7] YANG C W,ZHANG J J. Improvement of pseudo-static method for slope stability analysi[J]. Journal of Mountain Science,2014,11(3):625–633.
[8] 杨长卫,张建经. 单面、双面岩质边坡地震动力响应共性和差异性的研究[J]. 四川大学学报:工科版,2013,45(3):1–9.(YANG Changwei,ZHANG Jianjing. Research on generality and otherness of seismic responses of the steep rock slope[J]. Journal of Sichuan University:Engineering Science,2013,45(3):1–9.(in Chinese))
[9] 杨长卫,张建经. 双面高陡岩质边坡地震滑坡机制的研究[J]. 岩土力学,2013,34(11):1–8.(YANG Changwei,ZHANG Jianjing. Analysis of landslide mechanisms of a high steep rock hill with two-side slopes under ground shaking[J]. Rock and Mechanics,2013,34(11):1–8.(in Chinese))
[10] 祁生文,伍法权,刘春玲,等. 地震边坡稳定性的工程地质分析[J]. 岩石力学与工程学报,2004,23(16):2 792–2 796.(QI Shengwen,WU Faquan,LIU Chunling,et al. Engineering geology analysis on stability of slope under earthquake[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(16):2 792–2 796.(in Chinese))
[11] 石 崇,周家文,任 强,等. 单面边坡高程放大效应的射线理论解[J]. 河海大学学报:自然科学版,2008,36(2):238–241.(SHI Chong,ZHOU Jiawen,REN Qiang,et al. The theoretical solution of ray of elevation amplification effect of single-side slope[J]. Journal of Hohai University:Natural Science,2008,36(2):238–241.(in Chinese))
[12] 金爱兵,孙金海,高永涛. 边坡动力响应主导频率及其影响因素的模拟分析[J]. 北京科技大学学报[J],33(3):383–387.(JIN Aibing,SUN Jinhai,GAO Yongtao. Numerical modeling on the dominant frequency and its influence factors of slope dynamic response[J]. Journal of University of Science and Technology Beijing,33(3):383–387.(in Chinese))
[13] YANG C W,ZHANG J J. A prediction model for horizontal run-out distance of landslides triggered by Wenchuan earthquake[J]. Earthquake Engineering and Engineering Vibration,2013,12(2):1–8.
[14] YANG C W,SU T B,ZHANG J J,et al. New developments in geotechnical earthquake engineering[J]. Advances in Materials Science and Engineering,2014:1–7.
[15] YANG C W,LIU X M,ZHANG J J,et al. Analysis on mechanism of landslides under ground shaking:a typical landslide in the Wenchuan earthquake[J]. Environ Earth Science,2014,72(9):3 457–3 466.
[16] 杜修力. 工程波动理论与方法[M]. 科学出版社,2009:264–268.
DU Xiuli. Theory and method of engineering wave[M]. Beijing:Science Press,2009:264–268.
[17] HUANG N E,SHEN Z,LONG S R,et al. The empirical mode decomposition and the Hilbert spectrum for nonlinear and non-stationary time series analysis[J]. Proc R. Soc Lond. 1998,454(1):903–995.
[18] WU X Y,LAW K T,SELVADURAI A P S. Examination of the pseudo-static limit equilibrium method for dynamic stability analysis of slopes[C]// Proceeding of 44th Canadian Geotechnical Conference. Calgary:[s. n.],1991.
[19] 杨长卫,张建经,周德培. SV波作用下岩质高陡边坡地震稳定性时频分析方法研究[J]. 岩石力学与工程学报,2013,32(3):483–491.(YANG Changwei,ZHANG Jianjing,ZHOU Depei. Research on time-frequency analysis method for seismic stability of rock slope subjected to SV wave[J]. Chinese Journal of Rock Mechanics and Engineering,2013,32(3):483–491.(in Chinese))
[20] 陈秉聪. 相似理论及模型试验[J]. 拖拉机,1979:9–19.(CHEN Bingchong. Similarity theory and model test[J]. Tractor,1979:9–19.(in Chinese))
[21] 王素华,高延发. 相似材料模拟试验中的误差补偿理论[J]. 山东农业大学学报:自然科学版,2005,36(3):411–414.(WANG Suhua,GAO Yanfa. The theory of error offset in the course of equivalent materials simulation experiment[J]. Journal of Shandong Agricultural University:Natural Science,2005,36(3):411–414.(in Chinese))
[22] 冯文凯,许 强,黄润秋. 斜坡震裂变形力学机制初探[J]. 岩石力学与工程学报,2009,28(增1):3 124–3 130.(FENG Wenkai,XU Qiang,HUANG Runqiu. Preliminary study on mechanical mechanism of slope earthquake-induced deformation[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(Supp.1):3 124–3 130.(in Chinese))
[23] 王存玉,王思敬. 边坡模型振动实验研究——岩体工程地质力学问题(七)[M]. 北京:科学出版社,1987:65–74.(WANG Cunyu,WANG Sijing. Research on model shaking test of slope—rock mass engineering geological mechanics problems(seven)[M]. Beijing:Science Press,1987:65–74.(in Chinese))
[24] 刘铁林. 鞭梢效应成因的精确分析及减振作用的讨论[J]. 辽宁工程学院学报,1997,17(3):17–19.(LIU Tielin. Accurate analysis of lash effect causes and discussion of damping effect[J]. Journal of Liaoning Institute of Technology,1997,17(3):17–19.(in Chinese))
[25]
|