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Numerical simulation of coupled thermo-hydro-mechanical behavior for engineered barriers in high-level radioactive waste disposal
CAI Guo-qing, ZHAO Cheng-gang, TIAN Hui
2013, 35(zk1): 1-8.
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Characteristics of load transmission of trains in permafrost regions along Qinghai-Tibet railroad
WU Zhi-jian, CHEN Tuo, MA Wei
2013, 35(zk1): 9-13.
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Searching for critical slip surface in soil slopes based on calculated results by variable modulus elastoplastic strength reduction method
ZHANG Yu-cheng, YANG Guang-hua, HU Hai-ying, LIU Peng, ZHONG Zhi-hui
2013, 35(zk1): 14-22.
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Discrete element simulation of instability mechanism for 109 tunnel slopes of Baoji-Chengdu Railway
CHEN Yong-ming, TENG Guang-liang, SHI Yu-cheng, QIANG Zheng-yang
2013, 35(zk1): 23-32.
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Numerical analysis of lateral bearing behaviors of skirted suction caissons
LI Da-yong, FENG Ling-yun, GUO Yan-xue, CAO Li-xue
2013, 35(zk1): 33-38.
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Nonlinear elastic model for soils incorporating both dilatancy and strain softening
CHEN Cheng, ZHOU Zheng-ming
2013, 35(zk1): 39-43.
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Mathematical and physical significances and applicability of tangent and secant strength indices of total stress of consolidated undrained triaxial tests based on Coulomb’s law
SHEN Yang, GE Dong-dong, XU Hai-dong, ZHANG Chao-bo
2013, 35(zk1): 44-51.
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Embedded program for slip surface by shear strain of slopes and parametric analysis
LIN Hang, XIONG wei, LI Zheng-ming
2013, 35(zk1): 52-56.
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Influence of riverbed scour and siltation on longitudinal deformation of river-crossing tunnels
YU Jian, HUANG Mao-song, JIAO Qi-zhu
2013, 35(zk1): 57-61.
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Experimental study on soil deformation due to penetration of impervious wall considering overburden pressure
PAN Jia-jun, CHENG Zhan-lin, RAO Xi-bao
2013, 35(zk1): 62-67.
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Experimental research on the strength characteristic of unsaturated structural loess
MA Xiu-ting, SHAO Sheng-jun, YANG Chun-ming, LI Xiao-lin
2013, 35(zk1): 68-75.
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Design of socketed piles for 438 m-high Wuhan Center Building
WU Jiang-bin, WANG Wei-dong, CHEN Kai
2013, 35(zk1): 76-81.
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Construction methods for loess tunnels with super-large cross-section based on displacement control of surrounding rock
CHENG Xuan-sheng, WANG Jian-hua
2013, 35(zk1): 82-89.
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Properties of secondary consolidation of two types of dredger fill sites
LEI Hua-yang, CHEN Li, DING Xiao-dong, ZHENG Gang, KANG Jing-wen
2013, 35(zk1): 90-96.
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Instability mechanism and bracing optimization for roadway groups with soft and fractured surrounding rock in Pan'er Coal Mine
LU Xing-li, LIU Quan-sheng, SU Pei-fang, CUI Wen-tai
2013, 35(zk1): 97-102.
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Field tests on expansive soil during wetting-drying cycles using large shear apparatus
WU Jun-hua, YUAN Jun-ping
2013, 35(zk1): 103-107.
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3D limit support pressure solution for shield tunnel face subjected to seepage
Lü Xi-lin, LI Feng-di, HUANG Mao-song, JIAO Qi-zhu, HU Wen-ting
2013, 35(zk1): 108-112.
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Residual strain characteristics of loess and zoning of seismic subsidence in gannan region of Gansu Province
WU Zhi-jian, ZHANG Ze-zhong, WANG Ping, ZENG Li-feng
2013, 35(zk1): 113-117.
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3D FE analysis of arching in a piled embankment
ZHUANG Yan, CUI Xiao-yan, LIU Han-long
2013, 35(zk1): 118-123.
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Soil-water characteristic curve tests on unsaturated soil
MEI Ling, JIANG Peng-ming, LI Peng, ZHOU Ai-zhao
2013, 35(zk1): 124-128.
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Prediction model for thermal conductivity of unsaturated soil
TAN Yun-zhi, YU Bo, HU Xin-jiang, LIU Xiao-ling
2013, 35(zk1): 129-133.
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Effect of wetting-drying cycles on strength properties of ground granulated blast-furnace slag and magnesium oxide-stabilized soft clay
BO Yu-lin, DU Yan-jun, WEI Ming-li, LIU Chen-yang
2013, 35(zk1): 134-139.
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New CPT-based prediction method for soil liquefaction applicable to Bachu region of Xinjiang
LI Zhao-yan, WANG Yong-zhi, YUAN Xiao-ming
2013, 35(zk1): 140-145.
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Analytical solutions to principle of effective stress
LU De-chun, DU Xiu-li, XU Cheng-shun
2013, 35(zk1): 146-151.
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Failure mode of geocell flexible retaining wall with surcharge acting on backfill surface
SONG Fei, XIE Yong-li, YANG Xiao-hua, ZHANG Lu-yu
2013, 35(zk1): 152-155.
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Effect of adding amount of fly ash on dynamic constitutive relationship of modified loess
WANG Jun, WANG Qian, WANG Ping, ZHONG Xiu-mei, CHAI Shao-feng
2013, 35(zk1): 156-160.
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Preliminary study on electric resistance of hydrate-bearing sediments
REN Jing-ya, LU Xiao-bing, ZHANG Xu-hui
2013, 35(zk1): 161-165.
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Experimental study on mechanical characteristics of copper tailing materials with sulfur content
LIU Ting-fa, ZHANG Peng-wei, HU Li-ming
2013, 35(zk1): 166-169.
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Influence of metakaolin on mechanical properties of cement-modified marine soft soil
CHU Cheng-fu, LI Xiao-chun, DENG Yong-feng, TANG Jun-wei
2013, 35(zk1): 170-174.
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Experimental study on physical and mechanical properties of over-wet clayey soils stabilized by calcium carbide residues
QIN Xiao-gang, DU Yan-jun, LIU Song-yu, WEI Ming-li, ZHANG Ying-ying
2013, 35(zk1): 175-180.
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Embedded-beam approach for measuring interior lateral displacement of soils using FBG technique
WANG Yun-long, WANG Wei-ming, YUAN Xiao-ming
2013, 35(zk1): 181-185.
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Volume of depression cone of pumping wells in non-leaky confined aquifer
YANG Jian-min, LI Jia
2013, 35(zk1): 186-189.
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Analytical solutions for contaminant diffusion in two-layered porous media considering degradation
XIE Hai-jian, JIANG Yuan-sheng, YANG Wen-can, CHEN Yun-min
2013, 35(zk1): 190-196.
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Discussion of discontinuous deformation simulation method based on secondary development of FLAC3D
ZHENG Wen-hua, LIU De-jun
2013, 35(zk1): 197-202.
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3D numerical analysis of mitigation effect of separation pile and diaphragm wall considering small strain stiffness of soils
ZOU Wen-hao, XU Ming
2013, 35(zk1): 203-209.
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Fluid-solid coupling analysis of multi-grade dewatering in Hongqiao transport hub
LIU Jing, CHEN Jin-jian, WANG Jian-hua
2013, 35(zk1): 210-215.
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3D elastoplastic stability analysis of slopes with weak interlayers reinforced by piles based on FEM
LIU Yi-lin, NING Zhao-ke, JIANG Rui-qing, HUANG Mao-song
2013, 35(zk1): 216-221.
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Creep characteristics considering consolidation degree of dredger fill
YANG Ai-wu, ZHANG Yan
2013, 35(zk1): 222-226.
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Design and experimental study on waterproof gasket of large-diameter shield tunnel under ultra high water pressure
TUO Yong-fei, SHU Heng, GUO Xiao-hong, DING Wen-qi, WANG Jian
2013, 35(zk1): 227-231.
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Dynamic response analysis of rough pavement under vehicle-road system coupled vibration
LU Zheng, YAO Hai-lin, HU Zhi
2013, 35(zk1): 232-238.
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Global stability of Yangfanggou Arch Dam by 3D nonlinear FEM analysis and geomechanical model tests
ZHANG Long, LIU Yao-ru, YANG Qiang, LI Bo
2013, 35(zk1): 239-246.
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Variation laws of consolidation coefficent of marine clay in Houhai Bay of Shenzhen
ZHANG Chang-sheng, GAO Ming-xian, QIANG Xiao-jun
2013, 35(zk1): 247-252.
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Road diseases in southern saline soil areas of Xinjiang
WANG Wei-wei, YANG Bao-cun, WANG Rong
2013, 35(zk1): 253-258.
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Finite element analysis of settlement of buried natural gas pipelines
LI Xin-hui
2013, 35(zk1): 259-263.
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Risk analysis method for project duration of highways during construction period and its application
HAN Shang-yu, LI Hong, HONG Bao-ning
2013, 35(zk1): 264-268.
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Fireproof characteristics of lining and waterproof of shield tunnel with super-large diameter
TUO Yong-fei, SHU Heng, GUO Xiao-hong, ZHANG Ya-guo, DING Wen-qi
2013, 35(zk1): 269-274.
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Numerical study on performance of anti-seepage liner of landfills
LIU Ting-fa, ZHANG Peng-wei, WEN Qing-bo, HU Li-ming
2013, 35(zk1): 275-281.
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Experimental study on coal gangue applied as anti-seepage and anti-fouling materials
YANG Ya-ting, GONG Meng, WEN Qing-bo, HU Li-ming
2013, 35(zk1): 282-286.
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Experimental and numerical studies on triaxial geogrid-reinforced embankment at bridge approach
MA Qiang, XIAO Heng-lin, LI Li-hua, TAO Gao-liang
2013, 35(zk1): 287-293.
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Reinforcement performance of piled embankments
ZHUANG Yan, WANG Kang-yu, LIU Han-long
2013, 35(zk1): 294-299.
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Simplified method for laterally loaded piles based on Pasternak double-parameter spring model for foundations
LIANG Fa-yun, LI Yan-chu, HUANG Mao-song
2013, 35(zk1): 300-304.
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Influence of initial and boundary conditions on one-dimensional consolidation of unsaturated soil
ZHOU Wan-huan, ZHAO Lin-shuang
2013, 35(zk1): 305-311.
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Consolidation theory considering coefficent of consolidation of hydraulic fill as variable
SUN Li-qiang, YAN Shu-wang, QIU Chang-lin
2013, 35(zk1): 312-316.
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Consolidation of saturated soil by using axisymmetric BEM via particular integrals method
ZHANG Hong, GAO Qian, XU Man-qing, CHEN Xue-jia
2013, 35(zk1): 317-321.
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Dynamic characteristics of saturated compacted loess under cyclic loads
ZHANG Jun, ZHENG Jun-jie, CAO Wen-zhao, LAI Han-jiang
2013, 35(zk1): 322-327.
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Experimental study on strain development of liquefaction of saturated undisturbed Q3 loess
WANG Ping, WANG Lan-min, WANG Qian, WANG Nai
2013, 35(zk1): 328-333.
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Microstructure of expansive soil from Yunnan Province
CHEN Yu-long
2013, 35(zk1): 334-339.
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Development and application of monitoring and warning system geological disasters of slope in Zhenjiang Martyrs Cemetery
JIANG Peng-ming, MEI Ling, JI Pei-xiang, ZHOU Ai-zhao
2013, 35(zk1): 340-345.
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Heat exchange performance of energy anchors
LI Zhi-yi, HAN Jian-fei, LIU Xing-hua, LI Dan
2013, 35(zk1): 346-349.
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Micromechanical properties of surrounding rock in deep roadways under chemical corrosion
LIU Yong-sheng
2013, 35(zk1): 350-353.
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Numerical simulation method for soil strength reduction during pile driving in offshore engineering
SHAO Hong-jie, LIU Run, LIN Min-bo, XU Yu
2013, 35(zk1): 354-359.
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Influence of density on strength of cemented soil
ZHAO Cheng, SHEN Xiang-dong, JIA Shang-hua, ZHAO Chun-feng
2013, 35(zk1): 360-365.
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Three-dimensional FEM analysis of settlement and deformation of pile-soil system under vertical load using ABAQUS
SHENG Zhi-qiang, SHI Yu-cheng, SUN Jun-jie, QIU Ren-dong, LU Yu-xia, LIU Kun, WAN Xiu-hong
2013, 35(zk1): 366-371.
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es Comparative study on methods for bearing capacity of foundation with post-grouting drilling piles
TIAN Xue-fei, LU Hai-jun, YAN Jing-xia, CHU Cheng-fu, LU Li-hao, DONG Man-sheng
2013, 35(zk1): 372-377.
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Test standards for lateral capacity of single PHC pile
HOU Sheng-nan, LIU Shan-nan, CAI Zhong-xiang, HUANG Shao-ming
2013, 35(zk1): 378-382.
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Experimental study on dynamic properties of asphalt concrete core material
TAN Fan, HUANG Bin, RAO Xi-bao
2013, 35(zk1): 383-387.
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Behaviors of bearing capacity of ultra-long bored piles
ZOU Dong-feng
2013, 35(zk1): 388-392.
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Vertical bearing capacity of inner-digging prestressed piles
ZHAO Cheng, DU Xing-hua, ZHAO Chun-feng, XIE Xiao-dong, ZHOU Yu-shi
2013, 35(zk1): 393-398.
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Dynamic response of multiple holes in half saturated space impacted by seismic waves
LIU You-ping, GONG Min, XU Bin, LI Jian-hua
2013, 35(zk1): 399-405.
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Ground response in seasonal frozen regions under moderate intensity earthquakes
CHEN Zhuo-shi, LI Zhao-yan, SUN Rui
2013, 35(zk1): 406-411.
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Calculation of bar tension in reinforced earth retaining wall under earthquake load
JIA Liang, ZHU Yan-peng, LAI Chun-jing
2013, 35(zk1): 412-417.
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Dynamic response of deep buried tunnels in saturated soil to effect of seismic acceleration
ZHAO Jiang-qian, LIU You-ping, YU Wei-wei, XU Bin
2013, 35(zk1): 418-424.
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Probit model for exceedance of liquefaction-induced lateral deformation over a given threshold value due to earthquakes
LIU Fang, LI Zhen
2013, 35(zk1): 425-429.
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Spring model for guardrail post-foundation
YANG Lu, CHEN De-long, KONG Fang-jun, CHEN Dai-heng
2013, 35(zk1): 430-433.
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Characteristics and influencing factors of seismic loess slopes in valley areas
WANG Nai, WANG Lan-min
2013, 35(zk1): 434-438.
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Numerical analysis of lateral response of prestressed piles
CAI Zhong-xiang, LIU Shan-nan, HUANG Shao-ming, HOU Sheng-nan
2013, 35(zk1): 439-442.
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Analysis and design of bearing capacity of suction caisson foundations of offshore wind turbines
ZHU Bin, YING Pan-pan, GUO Jun-ke, ZHANG Wen-long, KONG De-qiong, CHEN Yun-min
2013, 35(zk1): 443-450.
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Numerical simulation of water-discharging pressure-relief technology on anti-floating of swimming pools
XU Zhen, LAI Ying, MEI Guo-xiong
2013, 35(zk1): 451-455.
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Wave theory analysis of foundation of offshore wind farm near East Sea Bridge
DAI Guo-liang, GONG Wei-ming, SHEN Jing-ning, YANG Chao
2013, 35(zk1): 456-461.
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FEM analysis of interaction between upper structure and raft foundation in silty ground
ZHANG Man, ZENG Chang-nü, TIAN Wen-li
2013, 35(zk1): 462-467.
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Discussion and analysis of accident reasons of deep foundation pits
XUE Li-ying, YANG Wen-sheng, LI Rong-nian
2013, 35(zk1): 468-473.
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Deformation control of excavation engineering with complicated surroundings
WANG Shu-guang
2013, 35(zk1): 474-477.
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Monitoring and environmental impact analysis of deep excavation of subway stations in river islands
HE Wei, PAN Xing-yu, ZHANG Jun, FU Hong-yuan
2013, 35(zk1): 478-483.
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Numerical analysis of stress and deformation characteristics of foundation pits under deep excavation
ZHA Fu-sheng, LIN Zhi-yue, CUI Ke-rui
2013, 35(zk1): 484-488.
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Key construction techniques for oversized excavation pits using top-down method
LIU Yi, LI Jing-pei, CHEN Wei
2013, 35(zk1): 489-494.
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Analysis and calculation method of effective bending rigidity ratio in modified routine method
PENG Yi-cheng, DING Wen-qi, YAN Zhi-guo, HUANG Xing-cheng, XIAO Bing-feng
2013, 35(zk1): 495-500.
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Model tests on dynamic response of tunnels under tidal bore excitations
LIU Huan, MU Lin-long, HUANG Mao-song, JIAO Qi-zhu
2013, 35(zk1): 501-505.
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