Wu Yong, He Siming, Li Xinpo. Failure mechanism of anti-slide pile under seismic waves[J]. Journal of Sichuan University(Engineering Science Edison) 2009,41(3):284-288.[吴永,何思明,李新坡.地震波作用下抗滑桩的失效机理[J].四川大学学报(工程科学版),2009,41(3):284-288.]
[2]
Shi Shirong, Chen Linjie, Yu Chao. Slope stability analysis in high-intensity earthquake zone by strength reduction method[J]. Journal of Chongqing Jiaotong University(Natural Science), 2011, 30(2):273-276.[史石荣,陈林杰,余超.基于强度折减法的高烈度地震区边坡稳定性分析[J].重庆交通大学学报(自然科学版), 2011, 30(2):273-276.]
[3]
Hou Chaoqun,Wang Xiaomou,Shi Hengjun. Impact analysis of earthquake on the slope stability[J]. Subgrade Engineering, 2008,141(6):187-188.[侯超群,王晓谋,石恒俊.地震对边坡稳定性影响分析[J].路基工程, 2008, 141(6):187-188.]
[4]
Li Yuanxiong,Yan Echuan,Yang Biao. Analysis on dynamic stability of soil slope under seimic action[J]. Subgrade Engineering, 2010, 149(2):32-34.[李元雄,晏鄂川,杨彪.地震作用下土质边坡动力稳定性分析[J].路基工程, 2010, 149(2):32-34.]
[5]
Fan Zhaoping, Zhang Lihua. Analysis on slope stability during earthquake[J]. Northwestern Seismological Journal,2010,32(4):339-342.[范昭平,张丽华.地震作用下边坡稳定性分析[J].西北地震学报,2010,32(4):339-342.]
[6]
Qi Yuan, Liu Yong, Yang Zhenghua,et al. GIS-based analysis of landslide and debris flow hazard in Lanzhou[J]. Journal of Glaciology and Geocryology, 2012, 34(1):96-104.[祁元, 刘勇, 杨正华, 等.基于GIS的兰州滑坡与泥石流灾害危险性分析[J].冰川冻土, 2012, 34(1): 96-104.]
[7]
Bai Xiaohua, Feng Weihui. Monitoring debris flow by means of satellite Image[J]. Journal of Glaciology and Geocryology, 2001, 23(2):176-179.[白晓华,冯文辉.利用TM卫星数据监测泥石流[J].冰川冻土, 2001, 23(2):176-179.]
[8]
Wang Xianjun, Chen Mingxiang, Chang Xiaolin, et al. Studies of application of Drucker-Prager yield criteria to stability analysis[J]. Rock and Soil Mechanics, 2009,30(12):3733-3736.[王先军,陈明祥,常晓林,等. Drucker-Prager系列屈服准则在稳定分析中的应用研究[J].岩土力学, 2009,30(12):3733-3736.]
[9]
Deng Chujian, He Guojie, Zheng Yingren.Studies on Drucker-Prager yield criterions based on M-C yield criterion and application in geotechnical engineering[J]. Chinese Journal of Geotechnical Engineering, 2006,28(6):735-739.[邓楚键,何国杰,郑颖人.基于M-C准则的D-P系列准则在岩土工程中的应用研究[J].岩土工程学报, 2006, 28(6):735-739.]
[10]
Zheng Yingren, Zhao Shangyi. Application of strength reduction fem in soil and rock slope[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(19):3381-3386.[郑颖人,赵尚毅.有限元强度折减法在土坡与岩坡中的应用[J].岩石力学与工程学报,2004,23(19):3381-3386.]
[11]
Zhong Caigen, Zhang Bin. Transformation of slope safety factor based on different Drucker-Prager criteria[J]. Rock and Soil Mechanics,2011,32(12):3751-3754.[钟才根,张斌.采用不同Drucker-Prager屈服准则得到的边坡安全系数的转换[J].岩土力学,2011,32(12):3751-3754.]
[12]
Zheng Yingren, Chen Zuyu, Wang Gongxian, et al. Engineering Treatment of Slope and Landslide[M]. Beijing: China Communications Press, 2007:194-209.
[13]
Lü Qing, Sun Hongyue, Shang Yuequan. Slope failure criteria of shear strength reduction finite element method[J]. Journal of Zhejiang University (Engineering Science), 2008,42(1):83-85.[吕庆,孙红月,尚岳全.强度折减有限元法中边坡失稳判据的研究[J].浙江大学学报(工学版),2008,42(1):83-85.]
[14]
Huang Xiangui,Chen Zhihua,Wang Bin.Application of stren-gth reduction finite element method to slope stability assessment at Beimengou site[J]. Journal of Engineering Geology, 2006,14(5):666-669.[黄显贵,陈植华,汪斌.有限元强度折减系数法在北门沟坡滑坡稳定性评价中的应用[J].工程地质学报,2006,14(5):666-669.]
[15]
Zheng Yingren, Kong Liang. Geotechnical Plastic Mechanics[M].Beijing: ChinaArchitecture & BuildingPress,2010:70-77.
[16]
Xiong Huan, Xiao Shengxie. Calculation method of slope stability safety factor based on the Drucker-Prager criterion[J]. Journal of Chongqing Jiaotong University(Natural Science), 2010,29(4):582-586.[熊欢,肖盛燮.基于Drucker-Prager系列准则的边坡安全系数计算方法[J].重庆交通大学学报(自然科学版), 2010, 29(4):582-586.]
[17]
Zhao Cheng, Zhang Yongjun, Zhao Yuhong. Application of the Hierarchical analytical methods to evaluating geological hazard tendency in Gansu Province[J]. Journal of Glaciology and Geocryology,2009,31(1):182-188.[赵成, 张永军, 赵玉红.层次分析法在甘肃省地质灾害易发性评价中的应用[J]. 冰川冻土, 2009, 31(1): 182-188.]
[18]
Wu Hong, Dong Jinyi, Li Ruidong et al. Application of 3D Visualization Technology to Debris Flow Control Engineering of Post-Disaster Reconstruction in Zhouqu County[J]. Journal of Glaciology and Geocryology, 2013, 35(2): 383-388.[吴宏,董金义,李瑞冬, 等.三维可视化技术在舟曲县城区灾后重建泥石流防治工程中的应用[J].冰川冻土, 2013,35(2): 383-388.]
[19]
Zhang Zhixian, Zhang Qiang, Tao Jichun, et al. Climatic and geological environmental characteristics of the exceptional debris flow outburst in Zhouqu, Gansu Province, on 8 August, 2010[J]. Journal of Glaciology and Geocryology, 2012,34(4):898-905.[张之贤,张强,陶际春,等. 2010年"8.8"舟曲特大山洪泥石流灾害形成的气候特征及地质地理环境分析[J].冰川冻土, 2012,34(4):898-905.]
[20]
Jiao Yun, Yao Zhengxue, Dong Yaogang. Nanqiao Landslide stability and countermeasures in zhouqu[J]. Gansu Geology, 2011,21(1):59-63.[焦赟,姚正学,董耀刚.舟曲南桥滑坡稳定性分析及治理对策研究[J].甘肃地质,2011,21(1):59-63.]
[21]
Ministry of Railways of the People's Republic of China. Code for Seismic Design of Railway Engineering(GB50111-2006)[S].Beijing: China Planning Press,2009:16-18.[中华人民共和国铁道部.铁路工程抗震设计规范GB50111-2006(2009年版)[S].北京:中国计划出版社,2009:16-18.]
[22]
Li Haiguang. New Retaining Structure Design and Engineering Practices[M].Beijing: China Communications Press,2010:33-35.
[23]
Wen Duwu, Xie Wanli, Liu Qiang, et al. Analyze the high loess slope excavation and unloading stability based on ANSYS[J]. Groundwater,2012, 34(3):190-191.[温笃武,谢婉丽,刘强,等.基于ANSYS的黄土高边坡开挖卸荷稳定性分析[J].地下水, 2012, 34(3):190-191.]
