| [1] |
徐奴文. 高陡岩质边坡微震监测与稳定性分析研究[博士学位论文][D]. 大连：大连理工大学，2011.(XU Nuwen. Study on microseismic monitoring and stability analysis of high steep rock slope[Ph. D. Thesis][D]. Dalian：Dalian University of Technology，2011.(in Chinese))
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [3] |
路 为，白 冰，陈从新. 岩质顺层边坡的平面滑移破坏机制分析[J].岩土力学，2011，32(增2)：204-207.(LU Wei，BAI Bing，CHEN Congxin. Analysis of mechanism of plane sliding failure for bedded rock slopes[J]. Rock and Soil Mechanics，2011，32(Supp.2)：204-207.(in Chinese))
|
| [6] |
冯 君，周德培，李安洪. 顺层岩质边坡开挖稳定性研究[J]. 岩石力学与工程学报，2005，24(9)：1 474-1 478.(FENG Jun，ZHOU Depei，LI Anhong. Research on stability of rock bedded slopes[J]. Chinese Journal of Rock Mechanics and Engineering，2005，24(9)：1 474-1 478.(in Chinese))
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [8] |
蒋青青，胡毅夫，赖伟明. 层状岩质边坡遍布节理模型的三维稳定性分析[J]. 岩土力学，2009，30(3)：712-716.(JIANG Qingqing，HU Yifu，LAI Weiming. Three-dimensional stability analysis of stratified rock slope based on ubiquitous-joint model[J]. Rock and Soil Mechanics，2009，30(3)：712-716.(in Chinese))
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [10] |
冯 振，金福喜，龚裔芳. 红砂岩顺层边坡监测及变形破坏分析[J]. 岩石力学与工程学报，2011，30(增2)：4 078-4 086.(FENG Zhen，JIN Fuxi，GONG Yifang. Monitoring and deformation failure analysis of red sandstone bedding slope[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(Supp.2)：4 078-4 086.(in Chinese))
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [12] |
YOUNG R P，COLLINS D S，REYES-MONTES J M，et al. Quantification and interpretation of seismicity[J]. International Journal of Rock Mechanics and Mining Sciences，2004，41(8)：1 317-1 327.
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [2] |
中国水电顾问集团华东勘测设计研究院. 金沙江白鹤滩水电站左右岸600 m高程以上坝肩开挖及支护工程招标设计报告[R]. 杭州：中国水电顾问集团华东勘测设计研究院，2013.(HydroChina Huadong Engineering Corporation. Bidding design report for excavation and supports of left and right dam spandrels above 600 m elevation at Baihetan hydropower station along Jinsha River[R]. Hangzhou：HydroChina Huadong Engineering Corporation，2013.(in Chinese))
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [4] |
李云鹏，杨治林，王芝银. 顺层边坡岩体结构稳定性位移理论[J]. 岩石力学与工程学报，2000，19(6)：747-750.(LI Yunpeng，YANG Zhilin，WANG Zhiyin. Displacement analysis of structure stability for rock mass bedding slope[J]. Chinese Journal of Rock Mechanics and Engineering，2000，19(6)：747-750.(in Chinese))
|
| [5] |
陈从新，黄平路，卢增木. 岩层倾角影响顺层岩石边坡稳定性的模型试验研究[J]. 岩土力学，2007，28(3)：476-481.(CHEN Congxin，HUANG Pinglu，LU Zengmu. Study on correlation between stability of consequent rock slope and obliquity of rock layer by simulation experiment[J]. Rock and Soil Mechanics，2007，28(3)：476-481.(in Chinese))
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [7] |
TANG H M，ZOU Z X，XIONG C R，et al. An evolution model of large consequent bedding rockslides，with particular reference to the Jiweishan rockslide in Southwest China[J]. Engineering Geology，2015，186：17-27.
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [9] |
肖国峰，冯光乐，陈从新，等. 硬岩中倾顺层边坡变形特征和破坏机制分析[J]. 岩石力学与工程学报，2007，26(增2)：4 458-4 464. (XIAO Guofeng，FENG Guangle，CHEN Congxin，et al. Research on deformation and failure mechanism of moderate-dip cataclinal hardrock slope[J]. Chinese Journal of Rock Mechanics and Engineering，2007，26(Supp.2)：4 458-4 464.(in Chinese))
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [11] |
CAI M，KAISER P K，MORIOKA H，et al. FLAC/PFC coupled numerical simulation of AE in large-scale underground excavations[J]. International Journal of Rock Mechanics and Mining Sciences，2007，44(4)：550-564.
|
| [14] |
唐礼忠，汪令辉，张 君，等. 大规模开采矿山地震视应力和变形与区域性危险地震预测[J]. 岩石力学与工程学报，2011，30(6)：1 168-1 178.(TANG Lizhong，WANG Linghun，ZHANG Jun，et al. Seismic apparent stress and deformation in a deep mine under large-scale mining and areal hazardous seismic prediction[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(6)：1 168-1 178.(in Chinese))
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [17] |
XU N W，LI T B，DAI F，et al. Microseismic monitoring and stability evaluation for the large scale underground caverns at the Houziyan hydropower station in Southwest China[J]. Engineering Geology，2015，188：48-67.
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [13] |
LESNIAK A，ISAKOW Z. Space-time clustering of seismic events and hazard assessment in the Zabrze-Bielszowice coal mine，Poland[J]. International Journal of Rock Mechanics and Mining Sciences，2009，46(5)：918-928.
|
| [15] |
FENG X T，CHEN B R，LI S J，et al. Studies on the evolution process of rockbursts in deep tunnels[J]. Journal of Rock Mechanics and Geotechnical Engineering，2012，4(4)：289-295.
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [16] |
陈炳瑞，冯夏庭，曾雄辉，等. 深埋隧洞TBM掘进微震实时监测与特征分析[J]. 岩石力学与工程学报，2011，30(2)：275-283. (CHEN Bingrui，FENG Xiating，ZENG Xionghui，et al. Real-time microseismic monitoring and its characteristic analysis during TBM tunneling in deep-buried tunnel[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(2)：275-283.(in Chinese))
|
| [18] |
张伯虎，邓建辉，高明忠，等. 基于微震监测的水电站地下厂房安全性评价研究[J]. 岩石力学与工程学报，2012，31(5)：937-944.(ZHANG Bohu，DENG Jianhui，GAO Mingzhong，et al. Safety evaluation research based on microseismic monitoring in underground powerhouse of hydropower station[J]. Chinese Journal of Rock Mechanics and Engineering，2012，31(5)：937-944.(in Chinese))
|
| [20] |
马 克，唐春安，李连崇，等. 基于微震监测与数值模拟的大岗山右岸边坡抗剪洞加固效果分析[J]. 岩石力学与工程学报，2013，32(6)：1 239-1 247.(MA Ke，TANG Chun?an，LI Lianchong，et al. Reinforcement effects of anti-shear gallery of Dagangshan right bank slope based on microseismic monitoring and numerical simulations[J]. Chinese Journal of Rock Mechanics and Engineering，2013，32(6)：1 239-1 247.(in Chinese))
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [24] |
XU N W，TANG C A，LI H，et al. Optimal design of micro-seismic monitoring array and seismic source location estimation for rock slope[J]. The Open Civil Engineering Journal，2011，(5)：36-45.
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [25] |
TANG C A，WANG J M，ZHANG J J. Preliminary engineering application of microseismic monitoring technique to rockburst prediction in tunneling of Jinping II project[J]. Journal of Rock Mechanics and Geotechnical Engineering，2011，2(3)：193-208.
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [28] |
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. RFPA strength reduction method for stability analysis of geotechnical engineering[J]. Chinese Journal of Rock Mechanics and Engineering，2006，25(8)：1 522-1 530.(in Chinese))
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [19] |
XU N W，TANG C A，LI L C，et al. Microseismic monitoring and stability analysis of the left bank slope in Jinping first stage hydropower station in southwestern China[J]. International Journal of Rock Mechanics and Mining Sciences，2011，48(6)：950-963.
|
| [21] |
徐奴文，唐春安，周 钟，等. 岩石边坡潜在失稳区域微震识别方法[J]. 岩石力学与工程学报，2011，30(5)：893-900.(XU Nuwen，TANG Chun?an，ZHOU Zhong，et al. Identification method of potential failure regions of rock slope using microseismic monitoring technique[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(5)：893-900.(in Chinese))
|
| [22] |
徐奴文，唐春安，沙 椿，等. 锦屏I级水电站左岸边坡微震监测系统及其应用研究[J]. 岩石力学与工程学报，2010，29(5)：915-925.(XU Nuwen，TANG Chun?an，SHA Chun，et al. Microseismic monitoring system establishment and its engineering applications to left bank slope of Jinping I hydropower station[J]. Chinese Journal of Rock Mechanics and Engineering，2010，29(5)：915-925.(in Chinese))
|
| [23] |
李 彪，戴 峰，徐奴文，等. 深埋地下厂房微震监测系统及其工程应用[J]. 岩石力学与工程学报，2014，33(增1)：3 375-3 383.(LI Biao，DAI Feng，XU Nuwen，et al. Microseismic monitoring system and its engineering applications of deep-buried underground powerhouse[J]. Chinese Journal of Rock Mechanics and Engineering，2014，33(Supp.1)：3 375-3 383.(in Chinese))
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [27] |
LI L C，TANG C A，LI C W，et al. Slope stability analysis by SRM-based rock failure process analysis(RFPA)[J]. Geomechanics and Geoengineering，2006，1(1)：51-62.
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [26] |
TRIFU C I，SHUMILA V. Microseismic monitoring of a controlled collapse in Field II at Ocnele Mari，Romania[J]. Pure and Applied Geophysics，2010，16(1/2)：27-42.
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
2016, Vol. 35 
