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Pile-soil stress ratio and settlement of composite ground with gravel piles in flexible foundation
ZHAO Ming-hua, NIU Hao-yi, LIU Meng, TAN Xin
2017, 39(9): 1549-1556. DOI: 10.11779/CJGE201709001
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Post-cyclic strength degradation behavior of soft clay under anisotropic consolidation and numerical simulation
WANG Yuan-zhan, LEI Ji-chao, LI Qing-mei, HU Shen-rong
2017, 39(9): 1557-1564. DOI: 10.11779/CJGE201709002
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Time-effect properties and mechanisms of marble failure under different unloading rates
LI Xi-bing, CHEN Zheng-hong, CAO Wen-zhuo, TAO Ming, ZHOU Jian
2017, 39(9): 1565-1574. DOI: 10.11779/CJGE201709003
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Improvement and strength testing of true tri-axial apparatus with one chamber and four cells and rigid-flexible-flexible loading boundary mechanism—True triaxial apparatus developed in Xi'an University of Technology
SHAO Sheng-jun, XU Ping, SHAO Shuai, CHEN Fei
2017, 39(9): 1575-1582. DOI: 10.11779/CJGE201709004
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Blowout control during EPB shield tunnelling in sandy pebble stratum with high groundwater pressure
HE Shao-hui, ZHANG Shu-chao, LI Cheng-hui, ZHU Zi-peng, LIU Xia-bing, WANG Da-hai, LIU Yang-peng
2017, 39(9): 1583-1590. DOI: 10.11779/CJGE201709005
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Settlement control of slurry shield tunnelling crossing adjacent buildings in mixed ground of round gravel and mudstone
XIE Xiong-yao, WANG Qiang, QI Yong, LI Jun, YU Xing-guo
2017, 39(9): 1591-1599. DOI: 10.11779/CJGE201709006
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Simple method for supporting pressure determination of double-liner circular tunnels excavated in rheological rock
WANG Hua-ning, SONG Fei, JIANG Ming-jing
2017, 39(9): 1600-1608. DOI: 10.11779/CJGE201709007
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Evolution of pre-peak axial crack strain and nonlinear model for coal-rock combined body
ZUO Jian-ping, CHEN Yan, SONG Hong-qiang, WEI Xu
2017, 39(9): 1609-1615. DOI: 10.11779/CJGE201709008
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Experimental study on influence of geo-cell reinforcement on dynamic properties of rubber-sand mixtures
LIU Fang-cheng, WU Meng-tao, CHEN Ju-long, ZHANG Yun-fei, ZHENG Yu-feng
2017, 39(9): 1616-1625. DOI: 10.11779/CJGE201709009
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Complex variable analysis of soil displacement and liner deformation induced by shield excavation
ZHANG Zhi-guo, YANG Xuan, GONG Jian-fei, WANG Wei-dong
2017, 39(9): 1626-1635. DOI: 10.11779/CJGE201709010
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Strength properties of unloading confining pressure of long-term K0-consolidated artifical frozen clay under high pressure
WANG Yan-sen, JIA Jin-bo, LENG Yang-guang
2017, 39(9): 1636-1644. DOI: 10.11779/CJGE201709011
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Effects of pore water surface tension and contact angle on dry-shrinkage cracking of expansive soils
YANG Song, WU Jun-hua, HUANG Jian-feng
2017, 39(9): 1645-1652. DOI: 10.11779/CJGE201709012
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Meso damage evolution characteristics and macro degradation of sandstone under wetting-drying cycles
FU Yan, WANG Zi-juan, LIU Xin-rong, YUAN Wen, MIAO Lu-li, LIU Jun, DUN Zhi-yun
2017, 39(9): 1653-1661. DOI: 10.11779/CJGE201709013
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Electromagnetic appearing characteristics of damage properties of coal under impact loading
WANG Jin-gui, ZHANG Su, XIE Bei-jing
2017, 39(9): 1662-1669. DOI: 10.11779/CJGE201709014
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Variation of unbalanced force during excavation of arch dam base surface and treatment effects
CHENG Li, LIU Yao-ru, TAO Zhuo-fu, YANG Qiang, XU Jian-rong, HE Ming-jie, ZHANG Wei-di
2017, 39(9): 1670-1679. DOI: 10.11779/CJGE201709015
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Influence of facing batter angle on reinforcement load of reinforced soil retaining wall with modular block facing
ZHANG Ya, WANG Lei, LIU Hua-bei
2017, 39(9): 1680-1688. DOI: 10.11779/CJGE201709016
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Mechanism of rockburst occurring in protected coal seam induced by coal pillar of protective coal seam
JIANG Fu-xing, WANG Yu-xiao, LI Ming, QU Yan-lun
2017, 39(9): 1689-1696. DOI: 10.11779/CJGE201709017
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Simplified method for nonlinear settlement calculation in soft soils considering lateral deformation
YANG Guang-hua, HUANG Zhi-xing, LI Zi-yun, JIANG Yan, LI De-ji
2017, 39(9): 1697-1704. DOI: 10.11779/CJGE201709018
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3D effects on lateral earth pressure in block-faced soil slopes
GAO Yu-feng, ZHU De-sheng, ZHANG Fei
2017, 39(9): 1705-1710. DOI: 10.11779/CJGE201709019
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Experimental study on SWCCs under equal stress and equal void ratio states
ZOU Wei-lie, WANG Xie-qun, LUO Fang-de, ZHANG Jun-feng, YE Yun-xue, HU Zhong-wei
2017, 39(9): 1711-1717. DOI: 10.11779/CJGE201709020
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In-situ borehole shear tests on cataclastic rock mass of Daguangbao landslide
FENG Wen-kai, YI Xiao-yu, GE Hua, WANG Qi, LIU Zhi-gang, ZHANG Guang-xin
2017, 39(9): 1718-1723. DOI: 10.11779/CJGE201709021
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New nonlinear stress-strain model for loess and its comparative research
WANG Li-qin, LU Zhong-gang, SHAO Sheng-jun
2017, 39(9): 1724-1730. DOI: 10.11779/CJGE201709022
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Three-dimensional interference sources and optimal sampling location of piles utilizing reflected wave method
RONG Chui-qiang, ZHAO Xiao-hua
2017, 39(9): 1731-1738. DOI: 10.11779/CJGE201709023
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Electrical resistivity characteristics of saturated sand with varied porosities
WANG Bing-hui, WANG Zhi-hua, JIANG Peng-ming, ZHOU Ai-zhao
2017, 39(9): 1739-1745. DOI: 10.11779/CJGE201709024
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Model box tests on response of deformation of sand and clay layer under draining-recharging condition
LIU Chun, SHI Bin, WU Jing-hong, WANG Yi-long, JIANG Hong-tao
2017, 39(9): 1746-1752. DOI: 10.11779/CJGE201709025
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