[9] |
汪海滨,高 波,朱栓来,等. 四渡河特大桥隧道式锚碇数值模拟[J]. 中国公路学报,2006,19(6):74-78.(WANG Haibo,GAO Bo,ZHU Shuanlai,et al. Numerical simulation of tunnel anchoring in the Sidu river bridge[J]. Journal of Chinese Highway,2006,19(6):74-78.(in Chinese))
|
[11] |
董志宏,张奇华,丁秀丽,等. 矮寨悬索桥隧道锚碇稳定性数值分析[J]. 长江科学院院报,2005,22(6):54-58.(DONG Zhihong,ZHANG Qihua,DING Xiuli,et al. Numerical analysis of the stability of the tunnel anchorage in the tunnel[J]. Journal of the Yangtze Academy of Sciences,2005,22(6):54-58.(in Chinese))
|
[18] |
LEE J,FENVES G L. Plastic-damage model for cyclic loading of concrete structures[J]. Journal of Engineering Mechanics,1998,24(8):892-900.
|
[21] |
WAWERSIK W R,FAIRHURST C. A study of brittle rock fracture in laboratory compression experiments[J]. International Journal of Rock Mechanics and Mining Sciences,1970,7(5):561-575.
|
[25] |
史佩栋,顾晓鲁. 桩基工程手册—桩和桩基础手册[M]. 北京:人民交通出版社,2008:161-174.(SHI Peidong,GU Xiaolu. Pile foundation engineering manual-pile and pile foundation manual[M]. Beijing:People?s Transportation Press,2008:161-174.(in Chinese))
|
[19] |
BRADY B H G,BROWN E T. Rock mechanics[M]. London:Chapman and Hall,1993:87-105.
|
[5] |
朱杰兵,邬爱清,黄正加,等. 四渡河特大悬索桥隧道锚模型拉拔试验研究[J]. 长江科学院院报,2006,23(4):51-55.(ZHU Jiebing,WU Aiqing,HUANG Zhengjia,et al. Pulling test of anchorage model of Siduhe suspension bridge[J]. Journal of Yangtze River Scientific Research Institute,2006,23(4):51-55.(in Chinese))
|
[8] |
朱 玉,卫 军,李 昊. 悬索桥隧道锚与下方公路隧道相互作用分析[J]. 铁道科学与工程学报,2005,2(1):58-61.(ZHU Yu,WEI Jun,LI Hao. An analysis of the interaction between the tunnel anchor and the tunnel under the suspension bridge[J]. Journal of Railway Science and Engineering,2005,2(1):58-61.(in Chinese))
|
[15] |
江 南,冯 君. 铁路悬索桥大吨位隧道锚承载性能分析[J]. 铁道学报,2013,35(8):88-93.(JIANG Nan,FENG Jun. Analysis of the anchor load of large tonnage tunnel of railway suspension bridge[J]. Journal of Railways,2013,35(8):88-93.(in Chinese))
|
[2] |
钱冬生,陈仁福. 大跨度悬索桥的设计与施工[M]. 成都:西南交通大学出版社,1999:13-15.(QIAN Dongsheng,CHEN Renfu. Design and construction of large span suspension bridge[M]. Chengdu:Southwest Jiaotong University Press,1999:13-15.(in Chinese))
|
[4] |
肖本职,吴相超. 鹅公岩长江大桥东锚碇围岩极限承载力GM(1,1)模型预测研究[J]. 长江科学院院报,2005,22(1):35-38.(XIAO Benzhi,WU Xiangchao. Limit bearing capacity forecast of anchorage surrounding rock of Egongyan Changjiang bridge with GM(1,1) model[J]. Journal of Yangtze River Scientific Research Institute,2005,22(1):35-38.(in Chinese))
|
[12] |
中国岩石力学与工程学会. 岩石力学与岩石工程学科发展报告[M]. 北京:中国科学技术出版社,2010:62-77.(China Rock Mechanics and Engineering Society. Development report of rock mechanics and rock engineering discipline[M]. Beijing:China Science and Technology Press,2010:62-77.(in Chinese))
|
[14] |
唐春安,张永彬. 岩体间隔破裂机制及演化规律初探[J]. 岩石力学与工程学报,2008,27(7):1 362-1 369.(TANG Chun?an,ZHANG Yongbin. A preliminary study on the mechanism of fracture mechanism and evolution of rock mass[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(7):1 362-1 369.(in Chinese))
|
[22] |
BAI T,POLLARD D D, GAO H. Explanation for fracture spacing in layered materials[J]. Nature,2000,403:753-756.
|
[6] |
胡 波,赵海滨,王思敬,等. 隧道锚围岩拉拔模型试验研究及数值模拟[J]. 岩土力学,2009,30(6):1 576-1 582.(HU Bo,ZHAO Haibin,WANG Sijing,et al. Pull-out model test for tunnel anchorage and numerical analysis[J]. Rock and Soil Mechanics,2009,30(6): 1 576-1 582.(in Chinese))
|
[10] |
罗莉娅,卫 军. 岩体蠕变对悬索桥隧道锚围岩稳定性的影响分 析[J]. 中南公路工程,2007,32(3):133-136.(LUO Liya,WEI Jun. Analysis on the influence of rock mass creep on the stability of anchor surrounding rock of suspension bridge[J]. Central South Road Engineering,2007,32(3):133-136.(in Chinese))
|
[16] |
郑颖人,赵尚毅,张鲁渝. 用有限元强度折减法进行边坡稳定分析[J]. 中国工程科学,2002,4(10):57-61.(ZHENG Yingren,ZHAO Shangyi,ZHANG Luyu. Analysis of slope stability using finite element strength reduction method[J]. China Engineering Science,2002,4(10):57-61.(in Chinese))
|
[20] |
徐干成,郑颖人. 岩石工程中屈服准则应用的研究[J]. 岩土工程学报,1990,12(2):93-99.(XU Gancheng,ZHENG Yingren. Application of yield criterion in rock engineering[J]. Chinese Journal of Geotechnical Engineering,1990,12(2):93-99.(in Chinese))
|
[26] |
程良奎. 岩土锚固[M]. 北京:中国建筑工业出版社,2003:48-51.(CHENG Liangkui. Rock and earth anchorage[M]. Beijing:China Architecture and Building Press,2003:48-51.(in Chinese))
|
[24] |
马 刚,周创兵,常晓林,等. 岩石破坏全过程的连续-离散耦合分析方法[J]. 岩石力学与工程学报,2011,30(12):2 444-2 455. (MA Gang,ZHOU Chuangbing,CHANG Xiaolin,et al. Methods of continuous and discrete coupling analysis of rock failure process[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(12):2 444-2 455.(in Chinese))
|
[3] |
夏才初,程鸿鑫,李荣强. 广东虎门大桥东锚碇现场结构模型试验研究[J]. 岩石力学与工程学报,1997,16(6):571-576.(XIA Caichu,CHENG Hongxin,LI Rongqiang. Testing study on field structure model of the east anchorage of Guangdong Humen bridge[J]. Chinese Journal of Rock Mechanics and Engineering,1997,16(6):571-576.(in Chinese))
|
[7] |
ZHANG Q H,LI Y J,YUA M W,et al. Study of the rock foundation stability of the Aizhai suspension bridge over a deep canyon area in China[J]. Engineering Geology,2015,198:65-77.
|
[13] |
唐春安,李连崇,李常文,等. 岩土工程稳定性分析RFPA强度折减法[J]. 岩石力学与工程学报,2006,25(8):1 522-1 530.(TANG Chun?an,LI Lianchong,LI Changwen,et al. Analysis of stability of RFPA in geotechnical engineering[J]. Chinese Journal of Rock Mechanics and Engineering,2006,25(8):1 522-1 530.(in Chinese))
|
[17] |
LUBLINER J,OLIVER J,OLLER S,et al. A plastic-damage model for concrete[J]. International Journal of Solids and Structures,1989,25(3):299-329.
|
[23] |
江 南. 铁路悬索桥隧道式锚碇承载机理及计算方法研究[博士学位论文][D]. 成都:西南交通大学,2013.(JIANG Nan. The carrying mechanism and calculation method of the tunnel anchorage of railway suspension Bridges[Ph. D. Thesis][D]. Chengdu:Southwest Jiaotong University,2013.(in Chinese))
|
[1] |
严国敏. 现代悬索桥[M]. 北京:人民交通出版社,2002:90-98.(YAN Guomin. Modern suspension bridge[M]. Beijing:People?s Transportation Press,2002:90-98.(in Chinese))
|