Table of Content

2014, Vol.31 No.11 Published date:01 November 2014 Previous Issue Next Issue

• Current contents: CHARACTERISTICS AND TESTS OF ROCK MECHANICS ANALYSIS OF DAM FOUNDATION AND SLOPE STABILITY OF UNDERGROUND CAVERN SURROUNDING ROCK ENGINEERNG DESIGN AND CONSTRUCTION MONITORING

CHARACTERISTICS AND TESTS OF ROCK MECHANICS

1 Karstic Rock Mass of Dam Foundation and Its Physical and Mechanical Properties in the Red Beds of Central Yunnan Province

WANG Kun, WANG Zhong, GAO Qiang

2014, 31 (11)： 1-6. DOI: 10.3969/j.issn.1001-5485.2014.11.0012014,31(11):1-6

Abstract ( 419 ) PDF (2030KB) ( 2195 )

7 Determination of Shear Strength Parameters of Rock Mass of Jinping Arch Dam

RAO Hong-ling,ZENG Ji-quan,PANG Ming-liang,LIU Zhong-xu

2014, 31 (11)： 7-11. DOI: 10.3969/j.issn.1001-5485.2014.11.0022014,31(11):12-16,21

Abstract ( 350 ) PDF (1385KB) ( 2066 )

12 Long-term Stability of Tunnel Anchor in Consideration of Rock Rheology

FU Jian-jun, JIANG Wu-jun, ZHAO Hai-bin, MEI Song-hua

2014, 31 (11)： 12-16. DOI: 10.3969/j.issn.1001-5485.2014.11.0032014,31(11):12-16

Abstract ( 370 ) PDF (2048KB) ( 1765 )

17 Determining the Comprehensive Deformation Modulus of Foundation after High Dam Constructed

LI Pan-feng, CUI Chang-wu, CHEN Kui, ZhANG Shao-cheng

2014, 31 (11)： 17-21. DOI: 10.3969/j.issn.1001-5485.2014.11.0042014,31(11):17-21

Abstract ( 302 ) PDF (1396KB) ( 1842 )

22 Initial Damage of Rock and Its Effect on Uniaxial Compressive Strength of Rock

ZHANG Li-jie,ZHU Jie-bing,LUO Jian-yu,ZENG Ping

2014, 31 (11)： 22-25. DOI: 10.3969/j.issn.1001-5485.2014.11.0052014,31(11):22-25,37

Abstract ( 305 ) PDF (1895KB) ( 2707 )

26 Crack Propagation Mechanism of Inhomogeneous Medium under Dynamic Load

ZHONG Bo-bo,ZHANG Yong-bin,BAI Xiang-yuan,LI Hong

2014, 31 (11)： 26-30. DOI: 10.3969/j.issn.1001-5485.2014.11.0062014,31(11):26-30

Abstract ( 294 ) PDF (1856KB) ( 2021 )

31 Research on Shear Characteristics and the Evolution Mechanism of Bedding Planes Between Two Different Rock Types Based on Particle Flow Code

FANG Kun, WU Qiong, WANG Jiao, TAN Fu-li

2014, 31 (11)： 31-37. DOI: 10.3969/j.issn.1001-5485.2014.11.0072014,31(11):31-37

Abstract ( 406 ) PDF (2733KB) ( 2528 )

38 Estimating Equivalent Mohr-Coulomb Strength Parameters Based on the Sheorey Rock Mass Strength Criterion

ZHENG Xing,ZHANG Sheng

2014, 31 (11)： 38-41. DOI: 10.3969/j.issn.1001-5485.2014.11.0082014,31(11):38-41,46

Abstract ( 387 ) PDF (1029KB) ( 2112 )

42 Correlation between a Tunnel Stress and the Regional Stress Field in North Xinjiang

YIN Jian-min,ZHOU Chun-hua,LI Yun-an,CUI Dong,WANG Yang

2014, 31 (11)： 42-46. DOI: 10.3969/j.issn.1001-5485.2014.11.0092014,31(11):42-46

Abstract ( 290 ) PDF (1998KB) ( 1936 )

47 Quality Classification and Tests on Mechanical Parameters of Dam Foundation Rock Mass

GUO Xi-feng, YAN E-chuan, WU Xiang-chao, LIU Chuan-zhong

2014, 31 (11)： 47-50. DOI: 10.3969/j.issn.1001-5485.2014.11.0102014,31(11):47-50

Abstract ( 296 ) PDF (1125KB) ( 1930 )

51 Experimental Study on the Correlation between Mechanical Parameters of Red Mudstone and Acoustic Velocity

TAN Xin,PU Yu,PENG Wei

2014, 31 (11)： 51-55. DOI: 10.3969/j.issn.1001-5485.2014.11.0112014,31(11):51-55

Abstract ( 380 ) PDF (1143KB) ( 1945 )

ANALYSIS OF DAM FOUNDATION AND SLOPE

56 System of Parameter Selection for Reservoir Bank Collapse Prediction

PENG Shi-xiong, CHEN Wei-dong

2014, 31 (11)： 56-59. DOI: 10.3969/j.issn.1001-5485.2014.11.0122014,31(11):56-59,65

Abstract ( 270 ) PDF (1611KB) ( 1795 )

60 Formation Mechanism of Erguxi Toppling Slope at Shiziping Hydropower Station

ZHANG Shi-shu, PEI Xiang-jun, WANG Ren-kun, RAN Cong-yan, YU Ting, ZHAO Xiao-ping, TIAN Xiong

2014, 31 (11)： 60-65. DOI: 10.3969/j.issn.1001-5485.2014.11.0132014,31(11):60-65

Abstract ( 347 ) PDF (2723KB) ( 1816 )

66 Argument of Deep Sliding Mode and Resistance Angle of Gravity Dam Foundation in Red Bed Region

FU Jing, HUANG Shu-ling, WU Yong-jin, ZHI Cheng-jie

2014, 31 (11)： 66-70. DOI: 10.3969/j.issn.1001-5485.2014.11.0142014,31(11):66-70,88

Abstract ( 306 ) PDF (1799KB) ( 1838 )

71 Stability Analysis for the Left Bank Slope of Baihetan Hydropower Station Based on Block Element Method

ZHENG Hui-feng, WU Guan-ye, XU Jian-rong

2014, 31 (11)： 71-75. DOI: 10.3969/j.issn.1001-5485.2014.11.0152014,31(11):71-75

Abstract ( 349 ) PDF (1689KB) ( 1873 )

76 Deformation Mechanism and Engineering Influence on the Stability of Tanggudong Landslide

XIAO Hua-bo, WANG Gang, ZHENG Han-huai, XIA Wan-hong

2014, 31 (11)： 76-80. DOI: 10.3969/j.issn.1001-5485.2014.11.0162014,31(11):76-80

Abstract ( 332 ) PDF (2409KB) ( 2185 )

81 Rock Mass Weathering and Unloading Characteristics: Case Study on the High and Steep Slope of Yaojiaping Hydropower Project

ZHOU Li-ming, XIAO Guo-qiang, WANG Fa-gang, FU Dai-guang

2014, 31 (11)： 81-86. DOI: 10.3969/j.issn.1001-5485.2014.11.0172014,31(11):81-86

Abstract ( 386 ) PDF (1440KB) ( 1724 )

87 Effects of Dense Unloading Fissures on the Stability of High and Steep Slope of Dagangshan Hydropower Station

WANG Di-kai, WANG Jie-xiong, DONG Yu-fei

2014, 31 (11)： 87-91. DOI: 10.3969/j.issn.1001-5485.2014.11.0182014,31(11):87-91,107

Abstract ( 359 ) PDF (2621KB) ( 1928 )

92 Numerical Simulation of Toppling Rock Mass of Xinlong Hydropower Station

LIU Li-juan, YOU Xiang, GU Cheng-zhuang

2014, 31 (11)： 92-96. DOI: 10.3969/j.issn.1001-5485.2014.11.0192014,31(11):92-96

Abstract ( 352 ) PDF (2917KB) ( 1896 )

STABILITY OF UNDERGROUND CAVERN SURROUNDING ROCK

97 Stability Analysis for Surrounding Rock Mass of Dagangshan Underground Powerhouse During Construction Excavation

WANG Jian-hong, HE Ru-ping, WEI Ying-yu

2014, 31 (11)： 97-101. DOI: 10.3969/j.issn.1001-5485.2014.11.0202014,31(11):97-101

Abstract ( 369 ) PDF (2324KB) ( 2435 )

102 Characteristics of Microseismicity of Underground Group Caverns Subjected with Excavation Unloading

SHA Chun, LI Biao, XU Nu-wen, DAI Feng, HE Gang, LEI Ying-cheng

2014, 31 (11)： 102-107. DOI: 10.3969/j.issn.1001-5485.2014.11.0212014,31(11):102-107

Abstract ( 337 ) PDF (1935KB) ( 2053 )

108 Damage Feature and Support Measures of Surrounding Rock of Large-span Cavern under High Intermediate Principal Stress

ZHANG Luo-bin, CHENG Li-juan, HOU Pan

2014, 31 (11)： 108-113. DOI: 10.3969/j.issn.1001-5485.2014.11.0222014,31(11):108-113,119

Abstract ( 351 ) PDF (3590KB) ( 2030 )

114 Active Prevention of Rock Burst by Blasting Technology in Jinping Auxiliary Tunnel

WANG Ji-min,WU Xin-xia,ZENG Xiong-hui, YAN Peng

2014, 31 (11)： 114-119. DOI: 10.3969/j.issn.1001-5485.2014.11.0232014,31(11):114-119

Abstract ( 331 ) PDF (1691KB) ( 1902 )

120 Mechanism of Rock Burst Caused by Excavation Unloading Effect

WANG Yang,YIN Jian-min,LI Yong-song, ZHOU Chun-hua,AI Kai

2014, 31 (11)： 120-124. DOI: 10.3969/j.issn.1001-5485.2014.11.0242014,31(11):120-124

Abstract ( 318 ) PDF (1937KB) ( 1768 )

125 Rapid Analysis Method for the Stability of Underground Chambers with Double Faults

LI Ning, LIU Nai-fei, JIAN Qiang

2014, 31 (11)： 125-130. DOI: 10.3969/j.issn.1001-5485.2014.11.0252014,31(11):125-130

Abstract ( 356 ) PDF (2109KB) ( 1733 )

131 Analysis of the Excavation and Support Process of Large Underground Caverns in Jointed Rock Masses by Discrete Element Method

WANG Shuai,TANG Ai-song,XIONG Shi-hu,HUANG Shu-ling

2014, 31 (11)： 131-135. DOI: 10.3969/j.issn.1001-5485.2014.11.0262014,31(11):131-135

Abstract ( 367 ) PDF (2413KB) ( 1885 )

ENGINEERNG DESIGN AND CONSTRUCTION MONITORING

136 Reassessment of Structural Safety of Super High Arch Dam

WANG Ren-kun, ZHANG Chong, CHEN Li-ping, ZHONG Yi-hui

2014, 31 (11)： 136-142. DOI: 10.3969/j.issn.1001-5485.2014.11.0272014,31(11):136-142

Abstract ( 357 ) PDF (1552KB) ( 1821 )

143 Combinatorial Method of Deformation Prediction Based on Multipoint Monitoring for Large Slope and Its Engineering Application

TAN Xiao-long

2014, 31 (11)： 143-148. DOI: 10.3969/j.issn.1001-5485.2014.11.0282014,31(11):143-148

Abstract ( 472 ) PDF (1203KB) ( 1886 )

149 Safety Forecasting Based on Microseismic Monitoring and Its Application to Rock Slope

ZHOU Zhong,CAI De-wen,SHA Chun,XU Nu-wen

2014, 31 (11)： 149-154. DOI: 10.3969/j.issn.1001-5485.2014.11.0292014,31(11):149-154

Abstract ( 431 ) PDF (2104KB) ( 2227 )

155 Dynamic Design of the Intake Slope on the Right Bank of Jinping-I Hydropower Station

YOU Xiang,YANG Tao,ZHANG Min,YANG Peng-fei

2014, 31 (11)： 155-159. DOI: 10.3969/j.issn.1001-5485.2014.11.0302014,31(11):155-159,171

Abstract ( 317 ) PDF (3682KB) ( 1989 )

160 Optimization of Construction Schemes for River-crossing Tunnel of Qingdao Metro

WANG Wei-ming, CAO Zheng-long, LI Qiang

2014, 31 (11)： 160-165. DOI: 10.3969/j.issn.1001-5485.2014.11.0312014,31(11):160-165

Abstract ( 304 ) PDF (2550KB) ( 1679 )

166 Treatment by Areas and Stages for the Cracking Deformation Slope on the Right Bank of Pubugou Reservoir Head

RAN Cong-yong, HE Lan, YU Xue-ming, YE Fa-ming

2014, 31 (11)： 166-171. DOI: 10.3969/j.issn.1001-5485.2014.11.0322014,31(11):166-171

Abstract ( 285 ) PDF (2324KB) ( 1895 )

172 Method of Fine Blasting and Mining of Hard-rock Transition Material for High Gravelly Soil Core Rockfill Dams

WANG Xiao-dong, WU Xiao-yu, WU Xin-xia, ZHANG Dan

2014, 31 (11)： 172-176. DOI: 10.3969/j.issn.1001-5485.2014.11.0332014,31(11):172-176

Abstract ( 329 ) PDF (1377KB) ( 1859 )

177 Monitoring and Analysis of Tension-Displaced Rock Mass during the Construction of Jinping Hydropower Station

DENG Jian-hua,QIU Shan-ming,YANG Hong

2014, 31 (11)： 177-181. DOI: 10.3969/j.issn.1001-5485.2014.11.0342014,31(11):177-181,188

Abstract ( 336 ) PDF (2575KB) ( 1836 )

182 Influence of Blast Source Parameters on Spectral Characteristics of Vibration Induced by Blast of Rock Mass

LI Peng,LU Wen-bo,WU Xin-xia,CHEN Ming,YAN Peng

2014, 31 (11)： 182-188. DOI: 10.3969/j.issn.1001-5485.2014.11.0352014,31(11):182-188

Abstract ( 265 ) PDF (2515KB) ( 2121 )

189 Summary on the Monitoring of Vibration Caused by Blasting Excavation of Force-resisting Mass on the Left Bank of Jinping First Stage Hydropower Project

ZHAN Xue-jun, WU Cong-qing, LEI Ji-fei, ZHENG Yuan-fu

2014, 31 (11)： 189-194. DOI: 10.3969/j.issn.1001-5485.2014.11.0362014,31(11):189-194

Abstract ( 245 ) PDF (1211KB) ( 1755 )