引文
[1]高长胜,陈生水,徐光明,等.堤防边坡稳定离心模型试验技术[J].岩石力学与工程学报,2005,24(23):4308–4312.(GAO Chang-sheng,CHEN Sheng-shui,XU Guang-ming,et al.Centrifugal model test on slope stability of level project[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(23):4308–4312.(in Chinese))
[2]SOMMERS A N,VISWANADHAM B V S.Centrifuge model tests on the behavior of strip footing on geotextile-reinforced slopes[J].Geotextiles and Geomembranes,2009,27:497–505.
[3]HARRIS C,SMITH J S,DAVIES M C R,et al.An investigation of periglacial slope stability in relation to soil properties based on physical modelling in the geotechnical centrifuge[J].Geomorphology,2008,93:437–459.
[4]TAKE W A,BOLTON M D.The use of centrifuge modelling to investigate progressive failure of overconsolidated clay embankments[C]//International Workshop on Constitutive and Centrifuge Modelling:Two Extremes,8-7-2001to 13-7-2001.Monte Verita,2001:191–198.
[5]ZORNBERG J G,SITAR N,MITCHELL J M.Performance of geosynthetic reinforced slopes at failure[J].Journal of Geotechnical and Geoenvironmental Engineering,1998:670–683.
[6]MILNE F D,BROWN M J,KNAPPETT J A,et al.Centrifuge modelling of hillslope debris flow initiation[J].Catena,2012,92:162–171.
[7]包承纲.我国离心模拟试验技术发展现状和展望[J].岩土工程学报,1991,13(6):92–97.(BAO Cheng-gang.State and prospect of centrifugal model test in China[J].Chinese Journal of Geotechnical Engineering,1991,13(6):92–97.(in Chinese))
[8]高长胜,徐光明,张凌,等.边坡变形破坏离心机模型试验研究[J].岩土工程学报,2005,27(4):478–481.(GAO Chang-sheng,XU Guang-ming,ZHANG Ling,et al.Centrifuge modeling of deformation and failure of slope[J].Chinese Journal of Geotechnical Engineering,2005,27(4):478–481.(in Chinese))
[9]李明,张嘎,李焯芬,等.开挖对边坡变形影响的离心模型试验研究[J].岩土工程学报,2011,33(4):667–672.(LI Ming,ZHANG Ga,LEE C F,et al.Centrifugal model tests on excavation-induced deformation of slopes[J].Chinese Journal of Geotechnical Engineering.2011,33(4):667–672.(in Chinese))
[10]龚成明,程谦恭,刘争平.黄土边坡开挖与支护效应的离心模拟试验研究[J].岩土力学,2010,31(11):3481–3486.(GONG Cheng-ming,CHENG Qian-gong,LIU Zheng-ping.Centrifuge model tests on excavation and reinforcement effect of loess slope[J].Rock and Soil Mechanics,2010,31(11):3481–3486.(in Chinese))
[11]孟庆山,孔令伟,陈能远,等.桩锚挡墙联合支护残积土边坡离心模型试验研究[J].岩土力学,2010,31(11):3379–3384.(MENG Qing-shan,KONG Ling-wei,CHEN Neng-yuan,et al.Centrifugal model test on slope supporting with pile-anchor combined retaining wall[J].Rock and Soil Mechanics,2010,31(11):3379–3384.(in Chinese))
[12]钱纪芸,张嘎,张建民.降雨条件下土坡变形机制的离心模型试验研究[J].岩土力学,2011,32(2):398–416.(QIAN Ji-yun,ZHANG Ga,ZHANG Jian-min.Centrifuge model tests for deformation mechanism of soil slope during rainfall[J].Rock and Soil Mechanics,2011,32(2):398–416.(in Chinese))
[13]张敏,吴宏伟.边坡离心模型试验中的降雨模拟研究[J].岩土力学,2007,28:53–57.(ZHANG Min,WU Hong-wei.Rainfall simulation techniques in centrifuge modelling of slopes[J].Rock and Soil Mechanics,2007,28:53–57.(in Chinese))
[14]程永辉,程展林,张元斌.降雨条件下膨胀土边坡失稳机理的离心模型试验研究[J].岩土力学,2011,33:409–414.(CHENG Yong-hui,CHENG Zhan-lin,ZHANG Yuan-bin.Centrifugal model tests on expansive soil slope under rainfall[J].Chinese Journal of Geotechnical Engineering,2011,33:409–414.(in Chinese))
[15]张敏,吴宏伟.离心试验中的地下水模拟控制研究[J].岩土力学,2010,31(2):355–360.(ZHANG Min,NG Charles W W.Groundwater control technique in centrifuge tests[J].Rock and Soil Mechanics,2010,31(2):355–360.(in Chinese))
[16]李邵军,KNAPPETT J A,冯夏庭.库水位升降条件下边坡失稳离心模型试验研究[J].岩石力学与工程学报,2008,27(8):1586–1593.(LI Shao-jun,KNAPPETT J A,FENG Xia-ting.Centrifugal test on slope instability influenced by rise and fall of reservoir water level[J].Chinese Journal ofRock Mechanics and Engineering,2008,27(8):1586–1593.(in Chinese))
[17]王国利,陈生水,徐光明.干湿循环下膨胀土边坡稳定性的离心模型试验[J].水利水运工程学报,2005,4:6–10.(WANG Guo-li,CHEN Sheng-shui,XU Guang-ming.Centrifuge model test on stability of expansive so il slope under alternation between drying and wetting[J].Hydro-science and Engineering,2005,4:6–10.(in Chinese))
[18]于玉贞,邓丽军,李荣建.砂土边坡地震动力响应离心模型试验[J].清华大学学报(自然科学版),2007,47(6):789–792.(YU Yu-zhen,DENG Li-jun,LI Rong-jian.Centrifuge model test of the seismicresponse behavior of a sand slope[J].Journal of Tsinghua University(Science and Technology),2007,47(6):789–792.(in Chinese))
[19]汪小刚,张建红,赵毓芝,等.用离心模型研究岩石边坡的倾倒破坏[J].岩土工程学报,1996,18(5):14–21.(WANG Xiao-gang,ZHANG Jian-hong,ZHAO Yu-zhi,et al.Investigations on mechanism of slope toppling failure by centrifuge model testing[J].Chinese Journal of Geotechnical Engineering,1996,18(5):14–21.(in Chinese))
[20]濮家骝.土工离心模型试验及其应用的发展趋势[J].岩土工程学报,1996,18(5):96–98.(PU Jia-liu.Geotechnical centrifuge model text and its application development[J].Chinese Journal of Geotechnical Engineering,1996,18(5):96–98.(in Chinese))
[21]黄志全,王思敬.离心模型试验技术在我国的应用概况[J].岩石力学与工程学报,1998,l7(2):199–203.(HUANG Zhi-quan,WANG Si-jing.A study of application of centrifugal model testing in China[J].Chinese Journal of Rock Mechanics and Engineering,1998,l7(2):199–203.(in Chinese))
[22]VAN Genuchten M Th.A closed-form equation for predicting the hydraulic conductivity of unsaturated soils[J].Soil Sci Soc Am J,1980,44(5):892–898.
[23]FREDLUND D G,RAHARDJIO H.非饱和土土力学[M].陈仲颐,等译,北京:中国建筑工业出版社,1997.(FREDLUND D G,RAHARDJIO H.Soil mechanics for unsaturated soils[M].Chen Zhong-yi,et al,translators.Beijing:China Architecture&Building Press,1977.(in Chinese))
[24]KRAHN J,FREDLUND D G.Effect of soil suction on slope stability at Notch Hill[J].Canadian Geotechnical Journal,1989,26:269–278.
[25]贾官伟,詹良通,陈云敏.水位骤降对边坡稳定性影响的模型试验研究[J].岩石力学与工程学报,2009,28(9):1798–1803.(JIA Guan-wei,ZHAN Liang-tong,CHEN Yun-min.Model test study of slope instability induced by rapid drawdown of water level.Chinese Journal of Rock Mechanics and Engineering,2009,28(9):1798–1803.(in Chinese))