参考文献
[1] FUMAGALLI E.Statical and geomechanical models[M].Springer,1973.
[2] 陈兴华.脆性材料结构模型试验[M].北京:水利电力出版社,1984.
[3] SL282—2003.混凝土拱坝设计规范[S].北京:中国水利水电出版社,2003.
[4] DL/T5346—2006.混凝土拱坝设计规范[S].北京:水利电力出版社,2007.
[5] 周建平,党林才.水工设计手册第5卷混凝土坝[M].2版.北京:中国水利水电出版社,2011.
[6] LEMOS J V.Modelling of arch dams on jointed rock foundations[C]//ISRM International Symposium-EUROCK 96.International Society for Rock Mechanics,1996:519-526.
[7] LEMOS J V, PINA C A B, COSTA C P, et al.Experimental study of an arch dam on a jointed foundation[C]//8th ISRM Congress.International Society for Rock Mechanics,1995:1263-1266.
[8] OLIVEIRA S, FARIA R.Numerical simulation of collapse scenarios in reduced scale tests of arch dams[J].Engineering Structures,2006,28(10):1430-1439.
[9] 刘耀儒,王俊,杨强,等.小湾拱坝坝体裂缝对拱坝受力和稳定的影响[J].岩石力学与工程学报,2010,29(6):1132-1139.
[10] LIU Y R, GUAN F H, YANG Q, et al.Geomechanical model test for stability analysis of high arch dam based on small blocks masonry technique[J].International Journal of Rock Mechanics and Mining Science,2013,61:231-243.
[11] 官福海,刘耀儒,杨强,等.白鹤滩高拱坝坝址锚固研究[J].岩石力学与工程学报,2010,29(7):1323-1332.
[12] 张泷,刘耀儒,杨强,等.杨房沟拱坝整体稳定性的三维非线性有限元分析与地质力学模型试验研究[J].岩土工程学报,2013,35(Supp1):239-246.
[13] ZHANG L, LIU Y R, YANG Q.Evaluation of reinforcement and analysis of stability of a high-arch dam based on geomechanical model testing[J].Rock Mechanics and Rock Engineering,2014.
[14] 张泷,刘耀儒,杨强,等.基于地质力学模型试验的大岗山拱坝整体稳定分析研究[J].岩石力学与工程学报,2014,33(5):1-12.
[15] 张泷,刘耀儒,杨强,等.基于块体砌筑技术的大岗山高拱坝地质力学模型试验研究[J].工程力学,2014,31(8):53-62.
[16] 沈泰,邹竹荪.地质力学模型材料研究和若干试验技术的探讨[J].长江科学院院报,1988(4):12-23.
[17] 姜小兰,陈进,孙绍文,等.锦屏工程地质力学模型坝基岩体新型材料研究[J].长江科学院院报,2009,26(6):40-43.
[18] 李朝国,马衍泉,胡成秋.地质力学模型材料特性的试验研究[J].成都科技大学学报,1988,42(6):1-14.
[19] 杨宝全,张林,陈建叶,等.小湾高拱坝整体稳定三维地质力学模型试验研究[J].岩石力学与工程学报,2010,29(10):2086-2093.
[20] CHEN Y, ZHANG L, YANG G X, et al.Anti-sliding stability of a gravity dam on complicated foundation with multiple structural planes[J].International Journal of Rock Mechanics and Mining Science,2012(55):151-156.
[21] 沈洪俊,戴妙林,杨成祝,等.江口双曲拱坝地质力学模型试验研究[J].水电站设计,2004,20(2):93-99.