[2] |
FENG X T,XU H,QIU S L,et al. In situ observation of rock spalling in the deep tunnels of the China Jinping Underground Laboratory (2 400 m depth)[J]. Rock Mechanics and Rock Engineering,2018,51(4):1 193-1 213.
|
[4] |
周 辉,卢景景,徐荣超,等. 深埋硬岩隧洞围岩板裂化破坏研究的关键问题及研究进展[J]. 岩土力学,2015,36(10):2 737-2 749. (ZHOU Hui,LU Jingjing,XU Rongchao,et al. Critical problems of study of slabbing failure of surrounding rock in deep hard rock tunnel and research progress[J]. Rock and Soil Mechanics,2015,36(10):2 737-2 749.(in Chinese))
|
[5] |
ZHU W S,LI X J,ZHANG Q B,et al. A study on sidewall displacement prediction and stability evaluations for large underground power station caverns[J]. International Journal of Rock Mechanics and Mining Sciences,2010,47(7):1 055-1 062.
|
[13] |
LIU G F,FENG X T,JIANG Q,et al. In situ observation of spalling process of intact rock mass at large cavern excavation[J]. Engineering Geology,2017,226:52-69.
|
[3] |
费文平,张建美,崔华丽,等. 深部地下洞室施工期围岩大变形机制分析[J]. 岩石力学与工程学报,2012,31(增1):2 783-2 787.(FEI Wenping,ZHANG Jianmei,CUI Huali,et al. Large deformation mechanism analysis of surrounding rocks in deep underground cavern during construction[J]. Chinese Journal of Rock Mechanics and Engineering,2012,31(Supp.1):2 783-2 787.(in Chinese))
|
[10] |
李帅军,冯夏庭,徐鼎平,等. 白鹤滩水电站主厂房第Ⅰ层开挖期围岩变形规律与机制研究[J]. 岩石力学与工程学报,2016,35(增2):3 947-3 959.(LI Shuaijun,FENG Xiating,XU Dingping,et al. Study of the characteristics and mechanism of surrounding rock deformation during the first layer excavation in Baihetan hydropower station underground main powerhouses[J]. Chinese Journal of Rock Mechanics and Engineering,2016,35(Supp.2):3 947-3 959.(in Chinese))
|
[14] |
江 权,樊义林,冯夏庭,等. 高应力下硬岩卸荷破裂:白鹤滩水电站地下厂房玄武岩开裂观测实例分析[J]. 岩石力学与工程学报,2017,36(5):1 076-1 087.(JIANG Quan,FAN Yilin,FENG Xiating,et al. Unloading break of hard rock under high geo-stress condition:inner cracking observation for the basalt in the Baihetan¢s underground powerhouse[J]. Chinese Journal of Rock Mechanics and Engineering,2017,36(5):1 076-1 087.(in Chinese))
|
[18] |
LI S J,FENG X T,LI Z H. Evolution of fractures in the excavation damaged zone of a deeply buried tunnel during TBM construction[J]. International Journal of Rock Mechanics and Mining Sciences,2012,55(10):125-138.
|
[19] |
江 权,冯夏庭,李邵军,等. 高应力下大型硬岩地下洞室群稳定性设计优化的裂化-抑制法及其应用[J]. 岩石力学与工程学报,2019,38(6):1 081-1 101.(JIANG Quan,FENG Xiating,LI Shaojun,et al. Cracking-restraint design method for large underground caverns with hard rock under high geostress condition and its practical application[J]. Chinese Journal of Rock Mechanics and Engineering,2019,38(6):1 081-1 101.(in Chinese))
|
[22] |
冯夏庭,江 权,苏国韶. 高应力下硬岩地下工程的稳定性智能分析与动态优化[J]. 岩石力学与工程学报,2008,27(7):1 341-1 352. (FENG Xiating,JIANG Quan,SU Guoshao. Integrated intelligent stability analysis and dynamic optimization of underground engineering in hard rock with high geostress[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(7):1 341-1 352.(in Chinese))
|
[25] |
张传庆,周 辉,冯夏庭. 基于破坏接近度的岩土工程稳定性评价[J]. 岩土力学,2007,28(5):888-894.(ZHANG Chuanqing,ZHOU Hui,FENG Xiating. Stability assessment of rockmass engineering based on failure approach index[J]. Rock and Soil Mechanics,2007,28(5):888-894.(in Chinese))
|
[26] |
朱维申,孙爱花,王文涛,等. 大型洞室高边墙位移预测和围岩稳定性判别方法[J]. 岩石力学与工程学报,2007,26(9):1 729-1 736. (ZHU Weishen,SUN Aihua,WANG Wentao,et al. Study on prediction of high wall displacement and stability judging method of surrounding rock for large cavern groups[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(9):1 729-1 736.(in Chinese))
|
[1] |
钱七虎. 地下工程建设安全面临的挑战与对策[J]. 岩石力学与工程学报,2012,31(10):1 945-1 956.(QIAN Qihu. Challenges faced by underground projects construction safety and countermeasures[J]. Chinese Journal of Rock Mechanics and Engineering,2012,31(10):1 945-1 956.(in Chinese))
|
[8] |
黄润秋,黄 达,段绍辉,等. 锦屏Ⅰ级水电站地下厂房施工期围岩变形开裂特征及地质力学机制研究[J]. 岩石力学与工程学报,2011,30(1):23-35.(HUANG Runqiu,HUANG Da,DUAN Shaohui,et al. Geomechanics mechanism and characteristics of surrounding rock mass deformation failure in construction phase for underground powerhouse of Jinping I hydropower station[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(1):23-35.(in Chinese))
|
[15] |
丁立丰,赵仕广. 双江口水电站工程岩体质量与稳定性研究报告[R]. 成都:中国电建集团成都勘测设计研究院有限公司,2007.(DING Lifeng,ZHAO Shiguang. Research report on rock mass quality and stability of the Shuangjiangkou hydropower station[R]. Chengdu:PowerChina Chengdu Engineering Corporation Limited,2007.(in Chinese))
|
[11] |
AZZAM R,HAO Y H. The plastic zones and displacements around underground openings in rock masses containing a fault[J]. Tunnelling and Underground Space Technology,2005,20(1):49-61.
|
[12] |
FENG X T,GUO H S,YANG C X,et al. In situ observation and evaluation of zonal disintegration affected by existing fractures in deep hard rock tunnelling[J]. Engineering Geology,2018,242:1-11.
|
[16] |
LI S J,FENG X T,WANG C Y,et al. ISRM suggested method for rock fractures observations using a borehole digital optical televiewer[J]. Rock Mechanics and Rock Engineering,2013,46:635-644.
|
[17] |
李邵军,冯夏庭,张春生. 深埋隧洞TBM开挖损伤区形成与演化过程的数字钻孔摄像观测与分析[J]. 岩石力学与工程学报,2010,29(6):1 106-1 112.(LI Shaojun,FENG Xiating,ZHANG Chunsheng. Testing on formation and evolution of TBM excavation damaged zone in deep-buried tunnel based on digital panoramic borehole camera technique[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(6):1 106-1 112.(in Chinese))
|
[23] |
江 权,冯夏庭,陈国庆. 考虑高地应力下围岩劣化的硬岩本构模型研究[J]. 岩石力学与工程学报,2008,27(1):144-152.(JIANG Quan,FENG Xiating,CHEN Guoqing. Study on constitutive model of hard rock considering surrounding rock deterioration under high geostress[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(1):144-152.(in Chinese))
|
[24] |
李 宁,陈蕴生,陈方方,等. 地下洞室围岩稳定性评判方法新探讨[J]. 岩石力学与工程学报,2006,25(9):1 941-1 944.(LI Ning,CHEN Yunsheng,CHEN Fangfang,et al. Research on tunnel stability criterion[J]. Chinese Journal of Rock Mechanics and Engineering,2006,25(9):1 941-1 944.(in Chinese))
|
[21] |
HUANG D,LI Y R. Conversion of strain energy in triaxial unloading tests on marble[J]. International Journal of Rock Mechanics and Mining Sciences,2014,66:160-168.
|
[20] |
HUANG R Q,HUANG D. Evolution of rock cracks under unloading condition[J]. Rock Mechanics and Rock Engineering,2014,47:1 153-1 164.
|
[6] |
刘 健,朱赵辉,吴 浩,等. 超大型地下洞室高边墙围岩变形影响特性研究[J]. 岩土力学,2019,40(10):4 030-4 040.(LIU Jian,ZHU Zhaohui,WU Hao,et al. Study of deformation characteristics of the high sidewall surrounding rock in super large underground caverns[J]. Rock and Soil Mechanics,2019,40(10):4 030-4 040.(in Chinese))
|
[7] |
高春玉,邓建辉,魏进兵. 官地地下厂房洞室群施工期围岩位移特征分析[J]. 岩石力学与工程学报,2012,31(增2):3 911-3 919. (GAO Chunyu,DENG Jianhui,WEI Jinbing. Analysis of surrounding rock displacement characteristics during construction in Guandi underground powerhouse chambers[J]. Chinese Journal of Rock Mechanics and Engineering,2012,31(Supp.2):3 911-3 919.(in Chinese))
|
[9] |
卢 波,王继敏,丁秀丽,等. 锦屏一级水电站地下厂房围岩开裂变形机制研究[J]. 岩石力学与工程学报,2010,29(12):2 429- 2 441.(LU Bo,WANG Jimin,DING Xiuli,et al. Study of deformation and cracking mechanism of surrounding rock of Jinping I underground powerhouse[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(12):2 429-2 441.(in Chinese))
|