FINISHING OF VAULT OF UNDERGROUND STRUCTURE IN TECTONICALLY STRESSED ROCK MASS

• 1. 一种可适应岩体变形的地下廊道排水管布置结构 [P] . 中国专利： CN214116699U . 2021-09-03
• 2. 一种倾倒变形岩体中工程边坡与地下洞室同时开挖与支护的结构及方法 [P] . 中国专利： CN109440787A . 2019-03-08
• 3. FINISHING OF VAULT OF UNDERGROUND STRUCTURE IN TECTONICALLY STRESSED ROCK MASS [P] . SU01788273A1 . 1993-01-15

  机译： 构造岩体地下结构变形的完成

• 4. METHOD FOR REDUCTION OF THE STRESS CONCENTRATIONS IN AREAS OF SPECIAL CRUMPS HAZARD IN UNDERGROUND COPPER MINES, RESULTING FROM EXCESSIVE DEFORMATION OF THE ROOF ROCKS IN ABANDONED WORKINGS OR TECTONIC DISLOCATIONS AREAS [P] . PL160599B1 . 1993-03-31

  机译： 降低地下铜矿中特殊碎屑危险区域应力浓度的方法，该方法是由于废弃工作或构造位移区域的屋面岩石过度变形所致

• 5. Method and system to invert tectonic boundary or rock mass field in in-situ stress computation [P] . 美国专利： US7882745B2 . 2011-02-08

  机译： 地应力计算中反演构造边界或岩体场的方法和系统

• 1. FLUID-ROCK INTERACTION AND MASS BALANCE IN DEFORMED ROCKS OF THE IRTISH TECTONIC ZONE,NORTHERN XINJIANG,CHINA [J] . 大地构造与成矿学：英文版 . 1994,第0Z2期
• 2. High Temperature Strain Structures and Quartz C-Axis Fabrics from Mylonitic Rocks in the Ailaoshan-Red River Shear Zone,Yunnan,and Their Tectonic Implication [J] . LIU Junlai, TANG Yuan, XIA Haoran, 地质学报：英文版 . 2010,第006期
• 3. The evaluation of the influence of tectonic structure of nikolayevsky deposit on rock-burst hazard of rock mass [C] . Aleksandr Sidliar, Boris Saksin, Pavel Anikin, International Scientific Conference on Problems of Complex Development of Georesources . 2018
• 4. The influence of tectonic structures on rock mass quality and implications for rock slope stability. [D] . Brideau, Marc-Andre. 2005
• 5. The Distribution and Composition Characteristics of Siliceous Rocks from Qinzhou Bay-Hangzhou Bay Joint Belt South China: Constraint on the Tectonic Evolution of Plates in South China [O] . Hongzhong Li, Mingguo Zhai, Lianchang Zhang, 2013
• 6. SRC rock mass classification of tunnels under high tectonic stressudexcavated in weak rocks [O] . González de Vallejo Luis I. 2003
• 7. Sensitivity Analyses of Underground Drift Temperature, Stresses, and Safety Factors to Variation in the Rock Mass Properties of Tuff for a Nuclear Waste Repository Located at Yucca Mountain, Nevada [R] . Ehgartner, B. L. 1987

• 1. Erratum to:Mechanical response and stability analysis of rock mass in high geostress underground powerhouse caverns subjected to excavation [J] . . 中南大学学报 . 2021,第003期
• 2. Zonal disintegration phenomenon in enclosing rock mass surrounding deep tunnels -- Elasto-plastic analysis of stress field of enclosing rock mass [J] . WU Hao ,FANG Qin ,ZHANG Ya-dong . 矿业科学技术 . 2009,第001期
• 3. Retrogressive Microstructures: A Key to Post-Collisional Uplift and Extension Tectonics of Ultrahigh-Pressure Metamorphic Rocks from Dabie Orogenic Belt, China [J] . You Zhendong ,Suo Shutian ,Zhong Zengqiu . 地球科学学刊：英文版 . 1999,第3期
• 4. 西藏日喀则白马让蛇绿岩体中变辉绿岩、异剥钙榴岩及蛇绿碳酸岩的变形变质特征及构造意义 [C] . 杨胜标 ,李源 ,董天赐 . 中国矿物岩石地球化学学会第九次全国会员代表大会暨第16届学术年会 . 2017
• 5. 上部结构完成后的地下结构逆作法施工工法研究 [A] . 陈烨康 . 2014