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Atmosphere-plant-soil interactions: theories and mechanisms
Charles Wang-Wai Ng
2017, 39(1): 1-47. DOI: 10.11779/CJGE201701001
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Slaking deformation model for rockfill materials
CHI Shi-chun, ZHOU Xiong-xiong
2017, 39(1): 48-55. DOI: 10.11779/CJGE201701002
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Mechanism and application of using engineering defect to prevent and control rock burst
PAN Li-you, WEI Hui, CHEN Li-qiang, DUAN Da-yong, LIU Hong-jun
2017, 39(1): 56-61. DOI: 10.11779/CJGE201701003
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Refinement and application of variable particle-size methods in 3D discrete element modelling for large-scale problems
DENG Yi-bing, YANG Yan-cheng, SHI Dan-da, LIU Wen-bai
2017, 39(1): 62-70. DOI: 10.11779/CJGE201701004
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Experimental study on influences of different loading frequencies on dynamic modulus and damping ratio
LI Rui-shan, CHEN Long-wei, YUAN Xiao-ming, LI Cheng-cheng
2017, 39(1): 71-80. DOI: 10.11779/CJGE201701005
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Performance and bearing capacity of embankments reinforced with waste tires and geocells
LI Li-hua, CUI Fei-long, XIAO Heng-lin, MA Qiang, REN Zeng-le, LUO Shi-zhe
2017, 39(1): 81-88. DOI: 10.11779/CJGE201701006
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Model tests on influences of cavity defects on mechanical characteristics and failure laws of segment linings of shield tunnels
WANG Shi-min, YU Qing-yang, PENG Bo, SHEN Xing-zhu
2017, 39(1): 89-98. DOI: 10.11779/CJGE201701007
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Method for calculating loosening earth pressure around tunnels based on ellipsoid theory of particle flows
GONG Quan-mei, ZHANG Run-lai, ZHOU Shun-hua, TANG Li-ming, HAN Gao-xiao
2017, 39(1): 99-105. DOI: 10.11779/CJGE201701008
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Comparison between quantile value method and partial factor method for stability evaluation of soil slopes
CHU Zhao-fei, LIU Bao-guo, LI Xu, ZHANG Ning
2017, 39(1): 106-115. DOI: 10.11779/CJGE201701009
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Method for dynamic shear moduli and damping ratio of typical soils in seasonal frozen region
SUN Rui, YU Xiao-bo, YUAN Xiao-ming, MENG Shang-jiu, CHEN Zhuo-shi, WANG Miao
2017, 39(1): 116-128. DOI: 10.11779/CJGE201701010
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Dynamic response analysis of a large-diameter steel tube pile group subjected to hammering loads
FENG Shi-jin, WANG Lei
2017, 39(1): 129-137. DOI: 10.11779/CJGE201701011
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Advances in hydro-mechanical behaviors of buffer materials under effect of technological gaps
CHEN Yong-gui, JIA Ling-yan, YE Wei-min, CUI Yu-jun, CHEN Bao, WANG Ju
2017, 39(1): 138-147. DOI: 10.11779/CJGE201701012
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Multivariate method for identifying structural domain boundaries: an example from Maji Hydropower Station in China
RUAN Yun-kai, CHEN Jian-ping, ZHAN Jie-wei, CAO Cen, SONG Sheng-yuan, SUN Dong-yan
2017, 39(1): 148-153. DOI: 10.11779/CJGE201701013
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Physical model tests on slopes with control of infiltration by unsaturated drainage structures
WU Qing-hua, ZHANG Jia-fa, WU jin-bo, LIU Xi-yin
2017, 39(1): 154-160. DOI: 10.11779/CJGE201701014
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Filed model tests on bearing behavior of mudstone tunnel anchorage
LIU Xin-rong, LI Dong-liang, WU Xiang-chao, LI Wei-shu, ZHANG Rui, FU Yan
2017, 39(1): 161-169. DOI: 10.11779/CJGE201701015
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Influences of water and oil two-phase on electrical resistivity of oil-contaminated soils
LIU Song-yu, BIAN Han-liang, CAI Guo-jun, CHU Ya
2017, 39(1): 170-177. DOI: 10.11779/CJGE201701016
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Application of lattice Boltzmann method in macropore flows in unsaturated zone soil of slopes
XU Zong-heng, XU Ze-min, WANG Zhi-liang
2017, 39(1): 178-184. DOI: 10.11779/CJGE201701017
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Analysis and precautionary measures of engineering accidents of composite foundations with long and short piles
LIN Zhi-qiang, HUANG Wei-da, JIANG Yan-bin, ZHONG Gui-rong
2017, 39(1): 185-191. DOI: 10.11779/CJGE201701018
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