|
[1] 冯夏庭,王泳嘉. 泥化夹层错动带残余强度的人工神经网络[J]. 中国有色金属学报,1995,5(3):17–21.(FENG Xiating,WANG Yongjia. Artificial neural network of the residual strength of mudded intercalation[J]. Transactions of Nonferrous Metals Society of China,1995,5(3):17–21.(in Chinese))
[2] 王思敬. 坝基岩体工程地质力学分析[M]. 北京:科学出版社,1990:129–133. (WANG Sijng. Geological mechanical analysis of dam foundation rock mass[M]. Beijing:Science Press,1990:129–133.(in Chinese))
[3] 王兰生. 意大利瓦依昂水库滑坡考察[J]. 中国地质灾害与防治学报,2007,18(3):145–148.(WANG Lansheng. Investigation on the Vajont reservoir landslide in Italy[J]. The Chinese Journal of Geological Hazard and Control,2007,18(3):145–148.(in Chinese))
[4] 梅剑云,傅冰骏,康文法. 中国岩石力学的发展与现状[J]. 岩石力学与工程学报,1983,2(1):22–32.(MEI Jianyun,FU Bingjun,KANG Wenfa. Development and state of the art of rock mechanics studies in China[J]. Chinese Journal of Rock Mechanics and Engineering,1983,2(1):22–32.(in Chinese))
[5] 兰艇雁,唐艳青. 溪洛渡水电站左岸地下厂房岩体错位分析[J]. 中国三峡建设, 2008, (1): 73,78.(LAN Tingyan,TANG Yanqing. Rock mass dislocation analysis of underground powerhouse at left bank of Xiluodu hydropower station[J]. China Three Gorges Construction,2008,(1):73,78.(in Chinese))
[6] 邹成杰. 岩层剪切错位及其对地基边坡稳定的影响[J]. 岩石力学与工程学报,1997,16(4):312–319.(ZOU Chengjie. The effect of rock mass shear dislocation on the stability of slope[J]. Chinese Journal of Rock Mechanics and Engineering,1997,16(4):312–319. (in Chinese))
[7] 丁秀丽,董志宏,卢 波,等. 陡倾角沉积岩地层中大型地下厂房开挖围岩变形失稳特征和反馈分析[J]. 岩石力学与工程学报,2008,27(10):2 019–2 026.(DING Xiuli,DONG Zhihong,LU Bo,et al. Deformation characteristics and feedback analysis of surrounding rock of large underground powerhouses excavated in steeply dipped sedimentary rock strata[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(10):2 019–2 026.(in Chinese))
[8] 王先锋,佴 磊. 各类泥化夹层的剪切破坏机制与强度特征[J]. 吉林大学学报:地球科学版,1984,14(4):90–97.(WANG Xianfeng,NAI Lei. The character of strength and the failure mec- hanism of clay intercalary strata[J]. Journal of Jilin University:Earth Science,1984,14(4):90–97.(in Chinese))
[9] 冯光愈. 葛洲坝坝基泥化夹层的抗剪强度和应力–应变特性[J]. 水文地质工程地质,1986,(3):20–23.(FENG Guangyu. The shear strength and stress-strain characteristic of clay intercalary strata at Gezhouba dam[J]. Hydrogeology and Engineering Geology,1986,(3):20–23.(in Chinese))
[10] 董遵德,袁澄文. 岩体软弱夹层现场慢剪切试验研究[J]. 岩石力学与工程学报,1994,13(2):149–159.(DONG Zunde,YUAN Chengwen. Researches for controlled displacement-rate shear test in situ in rock mass soft intercalation[J]. Chinese Journal of Rock Mechanics and Engineering,1994,13(2):149–159.(in Chinese))
[11] 许宝田,阎长虹,陈汉永,等. 边坡岩体软弱夹层力学特性试验研究[J]. 岩土力学,2008,29(11):3 077–3 081.(XU Baotian,YAN Changhong,CHEN Hanyong,et al. Experimental study of mechanical property of weak intercalated layers in slope rock mass[J]. Rock and Soil Mechanics,2008,29(11):3 077–3 081.(in Chinese))
[12] 许东俊. 软弱岩体流变特性及长期强度测定法[J]. 岩土力学,1980,2(1):37–50.(XU Dongjun. The rheological behavior of the weak rock mass and the method of determining long-term strength[J]. Rock and Soil Mechanics,1980,2(1):37–50.(in Chinese))
[13] 黎克日,康文法. 岩体中泥化夹层的流变试验及其长期强度的确定[J]. 岩土力学,1983,4(1):41–48.(LI Keri,KANG Wenfa. Creep testing of thin interbedded clay seams in rock and determination of their long-term strength[J]. Rock and Soil Mechanics,1983,4(1):41–48.(in Chinese))
[14] TAN T K,LI K R. Relaxation and creep properties of thin interbeded clayey seams and their fundamental role in the stability of dams[C]// Proceedings of the International Symposium on Weak Rock. [S.l.]:A.A. Balkema,1981:369–374.
[15] KE H J. Nonlinear analysis of the mechanical properties of joint and weak intercalation in rock[C]// Proceedings of the 3rd International Conference on Numerical Methods in Geomechanics. Aachen,Germany:[s.n.],1979:524–532.
[16] GE X R,FENG D X,YANG J L. The elasto-visco-plastic analysis for rock displacement of the foundation pit of a water power plant[J]. Rock Mechanics and Rock Engineering,1982,15(3):145–161.
[17] XIAO S F,WANG XF,CHENG Z F,et al. The creep model of the intercalated clay layers and the change of their microstructure during creep[C]// Proceedings of the 5th International Congress International Association of Engineering Geology. Rotterdam:A.A. Balkema,1986:471–478.
[18] 江亚丽,黄 可,方 丹,等. 白鹤滩水电站工程厂区三大洞室初步设计方案[R]. 杭州:中国水电工程顾问集团华东勘测设计研究院,2008.(JIANG Yali,HUANG Ke,FANG Dan,et al. Primary design scheme for three caverns of underground powerhouse at Baihetan hydropower station[R]. Hangzhou:HydroChina Huadong Engineering Corporation,2008.(in Chinese))
[19] 石安池,唐鸣发,单治钢,等. 金沙江白鹤滩水电站可行性研究阶段柱状节理玄武岩专题研究工程地质研究报告[R]. 杭州:中国水电工程顾问集团华东勘测设计研究院,2006.(SHI Anchi,TNAG Mingfa,SHAN Zhigang,et al. Engineering geology research report on columnar jointed basalt at the feasibility study stage of Baihetan hydropower station,Jinsha River[R]. Hangzhou:HydroChina Huadong Engineering Corporation,2006.(in Chinese)).
[20] 肖树芳,阿基诺夫 K. 泥化夹层的组构及强度蠕变特性[M]. 长春:吉林科学技术出版社,1991:51–56.(XIAO Shufang,Argelov K. Structures of interlayer shear zones and their creeping behaviors[M]. Changchun:Jilin Science and Technology Press,1991:51–56.(in Chinese))
[21] 中华人民共和国行业标准编写组. SL 264—2001水利水电工程岩石试验规程[S]. 北京:中国水利水电出版社,2001.(The Professional Standards Compilation Group of People¢s Republic of China. SL 264—2001 Specification for construction supervision of water resources projects[S]. Beijing:China Water Power Press,2001.(in Chinese))
[22] 张景德,刘培泰,黄成佳. 软弱结构面和裂隙岩体直剪破坏机制研究[J]. 岩土工程学报,1994,16(6):21–29.(ZHANG Jingde,LIU Peitai,HUANG Chengjia. Mechanism for shear failure of weak structural plane and fissured rock[J]. Chinese Journal of Geotechnical Engineering,1994,16(6):21–29.(in Chinese))
[23] 郭 志. 法向压力对岩体抗剪力学特性的影响[J]. 水文地质工程地质,1994,(2):14–16.(GUO Zhi. Effect of normal pressure on shear strength of rock mass[J]. Hydrogeology and Engineering Geology,1994,(2):14–16.(in Chinese))
[24] 刘 雄. 软岩抗剪强度单体测定法试验研究[J]. 岩石力学与工程学报,1990,9(1):63–67.(LIU Xiong. A study of single specimen test method for determination of shear strength of soft rock[J]. Chinese Journal of Rock Mechanics and Engineering,1990,9(1):63–67.(in Chinese))
[25] RATHEE R K. Shear strength of granular soils and its prediction by modeling techniques[J]. Journal of the Institution of Engineers (India):Civil Engineering Division,1981,62:64–70.
[26] DOBBIAH D,BHAT H S,SOMASEKHAR P V. Shear characteristics of soil-gravel mixtures[J]. Journal of the Indian National Society of Soil Mechanics and Foundation Engineers,1969,(8):57–66.
[27] HOLTZ W G,GIBBS H J. Triaxial shear tests on pervious gravelly soils[J]. Journal of the Soil Mechanics and Foundations Division, ASCE,1956,82(1):1–22.
[28] 中华人民共和国国家标准编写组. GB/T 50145—2007土的工程分类标准[S]. 北京:中国计划出版社,2008.(The National Standards Compilation Group of People¢s Republic of China. GB/T 50145—2007 Standard for engineering classification of soil[S]. Beijing:China Planning Press,2008.(in Chinese))
[29] 叶金汉. 岩石力学参数手册[M]. 北京:水利电力出版社,1991:511–524.(YE Jinhan. Rock mechanics parameters manual[M]. Beijing:Water Resources and Electric Power Press,1991:511–524.(in Chinese))
[30] 聂德新,符文熹,任光明,等. 天然围压下软弱层带的工程特性及当前研究中存在的问题分析[J]. 工程地质学报,1999,7(4): 298–302.(NIE Dexin,FU Wenxi,REN Guangming,et al. Analysis of engineering properties of weak layer zone under natural confining pressure and the existing problems in the present studies[J]. Journal of Engineering Geology,1999,7(4):298–302.(in Chinese))
[31] 张咸恭,聂德新,韩文峰. 围压效应与软弱夹层泥化的可能性分析[J]. 地质论评,1990,36(2):160–167.(ZHANG Xiangong,NIE Dexin,HAN Wenfeng. The effect of confining pressure and the possibility of argillization of weak intercalations[J]. Geological Review,1990,36(2):160–167.(in Chinese))
[32] 胡卸文. 无泥型软弱层带的强度参数[J]. 山地学报,2000,18(1):52–56.(HU Xiewen. Shear strength parameter of no-clay weak interbed[J]. Journal of Mountain Science,2000,18(1):52–56.(in Chinese))
[33] FREDLUND D G,MORGENSTERN N R,WIDGER R A. The shear strength of unsaturated soils[J]. Canadian Geotechnical Journal,1978,15(3):313–321.
[34] FREDLUND D G,RAHARDJO H. Soil mechanics for unsaturated soils[M]. New York:John Wiley and Sons,Inc.,1993:38–64.
[35] Delage P,Cui Y J. Comportement mécanique des sols non saturés[M]. Paris:Technique de l¢Ingénieur,2001:1–19.
|