|
|
|
| HUANG Da1,2,YANG Chao1,3,HUANG Runqiu4,LIU Jie1 |
| (1. College of Civil Engineering,Chongqing University,Chongqing 400045,China;2. Key Laboratory of New Technology for Construction of China in Mountainous Area,Ministry of Education,Chongqing University,Chongqing 400045,China;3. College of Civil and Architecture Engineering,China Three Gorges University,Yichang,Hubei 443002,China;4. State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of Technology,Chengdu,Sichuan 610059,China) |
|
| [1] MARANINI E,YAMAGUCHI T. A non-associated viscoplastic model for the behaviour of granite in triaxial compression[J]. Mechanics of Materials,2001,33(5):283–293.
[2] 杨春和,白世伟,吴益民. 应力水平及加载路径对盐岩时效的影响[J]. 岩石力学与工程学报,2000,19(3):270–275.(YANG Chunhe,BAI Shiwei,WU Yimin. Stress level and loading path effect on time dependent properties of salt rock[J]. Chinese Journal of Rook Mechanics and Engineering,2000,19(3):270–275.(in Chinese))
[3] 孙 钧. 岩石流变力学及其工程运用研究的若干进展[J]. 岩石力学与工程学报,2007,26(6):1 081–1 106.(SUN Jun. Rock rheological mechanics and its advance in engineering applications[J]. Chinese Journal of Rook Mechanics and Engineering,2007,26(6):1 081–1 106.(in Chinese))
[4] 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 the 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))
[5] 朱杰兵. 高应力下岩石卸荷及其流变特性研究[博士学位论文][D]. 武汉:中国科学院武汉岩土力学研究所,2009.(ZHU Jiebing. Study on unloading mechanics and its rheological properties of rock under high stress[Ph. D. Thesis][D]. Wuhan:Institute of Rock and Soil Mechanics,Chinese Academic of Sciences,2009.(in Chinese))
[6] 夏才初,闫子舰,王晓东,等. 大理岩卸荷条件下弹黏塑性本构关系研究[J]. 岩石力学与工程学报,2009,28(3):459–466.(XIA Caichu,YAN Zijian,WANG Xiaodong,et al. Research om elasto-viscopastic constitutive relation of marble under unloading condition[J]. Chinese Journal of Rook Mechanics and Engineering,2009,28(3):459–466.(in Chinese))
[7] 闫子舰,夏才初,李宏哲,等. 分级卸荷条件下锦屏大理岩流变规律研究[J]. 岩石力学与工程学报,2008,27(10):2 153–2 159.(YAN Zijian,XIA Caichu,LI Hongzhe,et al. Study on rheological rules of marble in Jingping Hydropower Station under conditions of step unloading[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(10):2 153–2 159.(in Chinese))
[8] 王军保. 不同加载路径下盐岩蠕变力学特性与盐岩储气库长期稳定性研究[博士学位论文][D]. 重庆:重庆大学,2012.(WANG Junbao. Study on the creep mechanical properties of salt rock under different loading paths and long-term stability of salt gas storage[Ph. D. Thesis][D]. Chongqing:Chongqing University,2012.(in Chinese))
[9] 尹光志,王 浩,张东明. 含瓦斯煤卸围压蠕变试验及其理论模型研究[J]. 煤炭学报,2011,36(12):1 963–1 967.(YIN Guangzhi,WANG Hao,ZHANG Dongming. Creep experimental and theory model on coal containing gas under the condition of unloading confining pressure[J]. Journal of China Coal Society,2011,36(12):1 963–1 967.(in Chinese))
[10] 刘传孝,张加旺,张美政,等. 分级加卸载硬岩短时蠕变特性实验研究[J]. 实验力学,2009,24(5):459–466.(LIU Chuanxiao,ZHANG Jiawang,ZHANG Meizheng,et al. Experiment study of short-term creep characteristics base on step loading-unloading method for hard rock[J]. Journal of Experimental Mechanics,2009,24(5):459–466.(in Chinese))
[11] 杨为民,陈卫忠,李术才,等. 快速拉格朗日法分析巨型地下洞室群稳定性[J]. 岩土工程学报,2005,27(2):230–234.(YANG Weimin,CHEN Weizhong,LI Shucai,et al. Analysis on stability of surrounding rock mass of Longtan large underground powerhouse with FLAC3D[J]. Chinese Journal of Geotechnical Engineering,2005,27(2):230–234.(in Chinese))
[12] 唐军峰,徐国元,唐雪梅,等. 向家坝地下洞室群围岩稳定3DEC分析与信息化施工[J]. 湖南科技大学学报:自然科学版,2009,24(1):67–72.(TANG Junfeng,XU Guoyuan,TANG Xuemei,et al. Surrounding rock mass stability analysis by using 3DEC and informational construction of Xiangjiaba underground cavern group[J]. Journal of Hunan University of Science and Technology:Natural Science,2009,24(1):67–72.(in Chinese))
[13] 关秦川,张志勇,冯 浩. 大型干坞边坡变形及其神经网络预测模型[J]. 西南交通大学学报,2004,39(2):157–161.(GUAN Qinchuan,ZHANG Zhiyong,Feng Hao. Artifical neural network forecast model for slope deformation of large-scale dry-dock[J]. Journal of Southwest Jiaotong University,2004,39(2):157–161.(in Chinese))
[14] 杨彦亮,李锡波,毛洪录. 高地应力条件下深埋隧道开挖方式数值优选及工程运用[J]. 隧道建设,2013,33(9):735–740.(YANG Yanliang,LI Xibo,MAO Honglu. Numerical optimization on the selection of excavation methods for deep tunnels in high stress field and its engineering application[J]. Tunnel Construction,2013,33(9):735–740.(in Chinese))
[15] 王瑞红,蒋昱州,刘 杰,等. 循环加卸载对砂岩变形特征影响试验研究[J]. 采矿与安全工程学报,2011,28(2):231–235.(WANG Ruihong,JIANG Yuzhou,LIU Jie,et al. Experimental study of deformation characteristics of sandstone under cyclic loading and unloading conditions[J]. Journal of Mining and Safety Engineering,2011,28(2):231–235.(in Chinese))
[16] 李建林,熊俊华,杨学堂. 岩体卸荷力学特性的试验研究[J]. 水利水电技术,2001,32(5):48–51.(LI Jianlin,XIONG Junhua,YANG Xuetang. Experimental study on the mechanical properties of unloading rock mass[J]. Water Resources and Hydropower Engineering,2001,32(5):48–51.(in Chinese))
[17] 孙 钧. 岩土材料流变及其工程运用[M]. 北京:中国建筑工业出版社,1999:411–412.(SUN Jun. Rheological behaviour of geomaterials and its engineering application[M]. Beijing:China Architecture and Building Press,1999:411–412.(in Chinese))
[18] 蔡美峰,何满潮,刘东燕. 岩石力学与工程[M]. 北京:科学出版社,2002:206–214.(CAI Meifeng,HE Manchao,LIU Dongyan. Rock mechanics and engineering[M]. Beijing:Science Press,2002:206–214.(in Chinese))
[19] 熊良宵,杨林德,张 尧. 岩石的非定常Burgers模型[J]. 中南大学学报:自然科学版,2010,41(2):679–684.(XIONG Liangxiao,YANG Linde,ZHANG Yao. Non-stationary Burgers model for rock[J]. Journal of Central South University:Natural Science,2010,41(2):679–684.(in Chinese))
[20] 徐卫亚,杨圣奇,褚卫江. 岩石非线性黏弹塑性流变模型(河海模型)及其运用[J]. 岩石力学与工程学报,2006,25(3):433–447.(XU Weiya,YANG Shenqi,CHU Weijiang. Nonlinear viscoelasto-plastic rheological model(Hohai model) of rock and its engineering application[J]. Chinese Journal of Rock Mechanics and Engineering,2006,25(3):433–447.(in Chinese)) |
| [1] |
KANG Hongpu1, 2, 3*, GAO Fuqiang1, 2, 3, WANG Xiaoqing1, 2, 3, YUAN Guiyang1, 2, 3, YANG Lei1, 2, 3, LOU Jinfu1, 2, 3. Development and application of a large-scale experimental system for roadway rockburst induced by fault slip[J]. , 2026, 45(6): 1599-1614. |
|
|
|
|