引文
[1]王汇明,吴继敏,高正夏.广东某水库库岸稳定评价[J].河海大学学报,2001(5);84-87.(WANG Hui-ming,WU Ji-min,GAO Zheng-xia.Assessment of slope stability for a reservoir in Guangdong[J].Journal of Hohai University,2001(5);84-87.(in Chinese))
[2]殷跃平,胡瑞林.三峡库区巴东组(T2b)紫红色泥岩工程地质特征研究[J].工程地质学报,2004,12(2):124-135.(YIN Yueping,HU Rui-lin.Engineering geological characteristics of purplish-red mudstone of middle tertiary formation at the Three Gorges Reservoir[J].Journal of Engineering Geology,2004,12(2):124-135.(in Chinese))
[3]罗轶,任光明,王志红,等.某水库库岸稳定性的模糊综合评判[J].长江科学院院报,2011,28(6):67-70.(LUO Yi,REN Guang-ming,WANG Zhi-hong,et al.Fuzzy comprehensive evaluation on the stability of reservoir bank[J].Journal of Yangtze River Scientific Research Inititute,2011,28(6):67-70.(in Chinese))
[4]张志敏,张永央,曹东勇,等.某大型水库环境工程地质问题初探[J].中国水运(下半月),2013,13(5):2 04-205,208.(ZHANG Zhi-min,ZHANG Yong-yang,CAO Dong-yong.Initially search of environmental engineering geological problems for a large reservoir[J].China Water Transport,2013,13(5):204-205,208.(in Chinese))
[5]陈太富.水库库区地质灾害评估及防治措施[J].城市建设理论研究(电子版),2012(10).(CHEN Tai-fu.Reservoir geological hazard assessment and prevention measures[J].Chengshi Jianshe Lilun Yanjiu,2012(10).(in Chinese))
[6]胡小平,孙贵尚,王联军,等.三峡水库区地质灾害防治工程环境效益评估[J].中国地质灾害与防治学报,2006,17(1):148-150.(HU Xiao-ping,SUN Gui-shang,WANG Lian-jun,et al.Environmental benefits assessment of geological disaster prevention project for the Three Gorges Reservoir[J].The Chinese Journal of Geological Hazard and Control,2006,17(1):148-150.(in Chinese))
[7]许建聪,尚岳全,郑束宁,等.不平衡推力法的弹塑性有限元改进[J].岩石力学与工程学报,2005,24(23):4247-4252.(XU Jian-cong,SHANG Yue-quan,ZHENG Shu-ning,et al.Elastoplastic finite element improvement of imbalanced thrust force method[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(23):4247-4252.(in Chinese))
[8]张鲁渝,郑颖人,时卫民,等.边坡稳定分析中关于不平衡推力法的讨论[J].岩石力学与工程学报,2005,24(1):177-182.(ZHANG Lu-yu,ZHENG Ying-ren,SHI Wei-min,et al.On slope stability analysis by imbalance thrust force method[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(1):177-182.(in Chinese))
[9]时卫民,郑颖人,唐伯明,等.边坡稳定不平衡推力法的精度分析及其使用条件[J].岩土工程学报,2004(5):313-317.(SHI Wei-min,ZHENG Yin-ren,TANG Bo-ming,et al.Accuracy and application range of imbalance thrust force method for slope stability analysis[J].Chinese Journal of Geotechnical Engineering,2004(5):313-317.(in Chinese))
[10]何正杰,朱寿增,米澄宇,等.不平衡推力法在滑坡治理中的应用研究[J].成都工业学院学报,2013(4):71-73.(HE Zheng-jie,ZHU Shou-zeng,MI Cheng-yu,et al.Application of unbalanced thrust transfer coefficient method in landslide[J].Journal of Chengdu Technological University,2013(4):71-73.(in Chinese))
[11]郑颖人,时卫民,杨明成,等.不平衡推力法与Sarma法的讨论[J].岩石力学与工程学报,2004,23(17):3030-3036.(ZHENG Yin-ren,SHI Wei-min,YANG Ming-cheng.Discussion on imbalance thrust Force method and Sarma′s method[J].Chinese Journal of Geotechnical Engineering,2004,23(17):3030-3036.(in Chinese))
[12]徐志英.岩石力学[M].北京:水利电力出版社,1986:225-252.(XU Zhi-ying.Rock Mechanics[M].Beijing:Water Resources and Electric Power Press,1986,225-252.(in Chinese))
[13]文明,叶洪华.考虑条间推力倾角变化对不平衡推力法的修正[J].路基工程,2013(4):107-110.(WEN Ming,YE Honghua.Amendment on unbalanced thrust force method when considering change of inter-slice thrust force inclination[J].Subgrade Engineering,2013(4):107-110.(in Chinese))
[14]陶丽娜,周小平,柴贺军,等.用于边坡稳定分析的改进通用条分法[J].土木建筑与环境工程,2014(1):106-113.(TAO Lina,ZHOU Xiao-ping,CAI He-jun,et al.Improved general limit equilibrium method for slope stability analysis[J].Journal of Chongqing Jianzhu University,2014(1):106-113.(in Chinese))
[15]DZ/T 0218-2006,滑坡防治工程勘查规范[S].(DZ/T 0218-2006,Specification of Geological Investigation for Landslide Stabilization[S].(in Chinese))