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Optimal site of anti-landslide piles based on deformation field of slopes
YANG Guang-hua, ZHANG You-xiang, ZHANG Yu-cheng, TANG Jia-ming
2011, 33(zk1): 1-6.
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Constitutive relation of seismic subsidence of loess based on microstructure
SHI Yu-cheng, QIU Guo-rong
2011, 33(zk1): 7-11.
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Ultimate bearing capacity contributed by strength of surcharge soil
YAN Shu-wang, LIU Xiao-qiang, LIU Run
2011, 33(zk1): 12-15.
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Applicatin of desulphogypsum soil cemedine to deep mixing piles
YUAN Ju-yun, JING Lu, LI Yang, KANG Zhu-liang
2011, 33(zk1): 16-21.
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Seepage control effects of check valve drainage system in canal slope of Middle Route Project of South-to-North Water Diversion
ZHU Guo-sheng, WU De-xu, ZHANG Jia-fa, CUI Hao-dong
2011, 33(zk1): 22-26.
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Technologies and geotechnical problems for construction of modern rockfill dams
XU Ze-ping
2011, 33(zk1): 27-33.
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Mechanism model of pressure control of headchamber in earth-pressure- balanced shield tunneling
LI Shou-ju, CHEN Yu-zhen, CAO Li-juan, SHANGGUAN Zi-chang
2011, 33(zk1): 34-38.
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Strain localization of overconsolidated clay under different three-dimensional stress paths
SUN De-an, CHEN Li-wen, ZHEN Wen-zhan
2011, 33(zk1): 39-44.
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Experimental study on capillary water in silty subgrade of highway
ZHU Zhi-duo, PENG Yu-yi, ZHANG Wen-chao, WEI Ren-jie
2011, 33(zk1): 45-48.
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Engineering characteristics and key problems of security monitoring informatization for tailings dams
YU Guang-ming, SONG Chuan-wang, WU Yan-xia, PAN Yong-zhan, LI Ran
2011, 33(zk1): 49-53.
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D ynamic response and deformation mechanism of a bedding rock slope under earthquakes
YAN Zhi-xin, ZHANG Liu-ping, CAO Xiao-hong, ZHANG Xue-dong, CAI Han-cheng
2011, 33(zk1): 54-58.
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Comprehensive characteristics of L-type retaining wall in permafrost region of Qinghai-Tibet Railway
LIANG Bo, GE Jian-jun
2011, 33(zk1): 59-64.
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Estimation of work status and deformation prediction of Shuibuya CFRD
ZHOU Wei, HUA Jun-jie, CHANG Xiao-lin, YANG Qi-gui, MA Gang
2011, 33(zk1): 65-70.
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Dynamic forecast of regional groundwater level based on grey Markov chain model
ZHU Yan-zhi, CHEN Nan
2011, 33(zk1): 71-75.
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Monitoring technology for canal slopes of expansive soil (rock)
LIU Ming, GONG Bi-wei, LIU Jun, SUN Hui
2011, 33(zk1): 76-84.
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True triaxial tests and strength deformation behaviors of unsaturated soils
SHI Jian-gang, SHAO Sheng-jun, TAO Hu, XU Ping
2011, 33(zk1): 85-90.
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Investigation on pile group foundations for offshore wind turbines
ZHU Bin, JIANG Ying-wei, CHEN Ren-peng, CHEN Yun-min
2011, 33(zk1): 91-96.
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Field tests on shallow treatment of super-soft ground by vaccum preloading method
GUAN Yun-fei, TANG Tong-zhi, CHEN Hai-jun, LI Xiao-mei
2011, 33(zk1): 97-101.
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Comparative analysis of characters of loess subsidence under different seismic load
WANG Jun, SHI Yu-cheng, WANG Jie-min, WANG Qiang, ZHONG Xiu-mei
2011, 33(zk1): 102-105.
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Soil arching effect and calculation model for soil pressures of passive piles
LI Zhong-cheng, LIANG Zhi-rong
2011, 33(zk1): 106-111.
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Static load tests on super-long piles with base post-grouting
HUANG Ting, GONG Wei-ming, LI Hui, DAI Guo-liang
2011, 33(zk1): 112-116.
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Application of impact rolling in treatment of soft ground soils of a new railway
WEI Yong-liang, QU Yao-hui, CHEN Kang
2011, 33(zk1): 117-121.
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Application of large-diameter rigid pile-net composite foundation in tank base
ZHAN Jin-lin, LIANG Yong-hui, SHUI Wei-hou
2011, 33(zk1): 122-124.
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New prediction method for post-construction settlement of soft-soil roadbed of expressway
XUE Xiang, SONG Lian-liang, JIA Liang, LE Yuan, GE Hong
2011, 33(zk1): 125-130.
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Application of pipe piles to reconstruction project of Tianjin-Tanggu Expressway
MA Wen-sheng
2011, 33(zk1): 131-134.
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Design of support structures for foundation pit of underground space of Chen Clan Academy Cultural Square
PAN Jian, ZHOU Sen
2011, 33(zk1): 135-140.
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Corrosion and weathered characteristics and engineering infulences of red bed
PENG Bai-xing, LIU Ying-jiong, LIU Yi
2011, 33(zk1): 141-145.
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Deformation and failure mechanism of steeply dipping bedding high slopes
LI Hong-wei
2011, 33(zk1): 146-151.
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Erosion-deposition evolution characteristics of north beach in Yellow River Delta
YANG Zhong-nian, SHAN Hong-xian, JIA Yong-gang, MENG Xiang-mei, ZHENG Jie-wen
2011, 33(zk1): 152-162.
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Prediction model for stability of high loess slopes
GAO Jian-yong, XING Yi-chuan, CHEN Yan-xia
2011, 33(zk1): 163-169.
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Some problems on surrounding rock classification of loess tunnels
LIANG Qing-guo, LI Jie, LI De-wu, ZHOU Yi-yi
2011, 33(zk1): 170-176.
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Large-scale triaxial test s on rockfills of Jishixia CFRD
ZHENG Rui-hua, ZHANG Jian-min, ZHANG Ga, CHENG Song, WANG Fu-qiang
2011, 33(zk1): 177-181.
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Review of soil behaviors under excavation unloading of foundation pits
MA Xiao-wen, AI Ying-bo
2011, 33(zk1): 182-186.
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Stability classification of adjoining rock of underground engineering based on Hopfield network
CHANG Li-ying, LU Jian-yi, DUAN Bo, CHEN Qun
2011, 33(zk1): 187-190.
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Risk recognition of construction of large-span and shallow buried-highway tunnels based on analytic hierarchy process
CHENG Yuan, LIU Zhi-bin, LIU Song-yu, CAI Guo-jun, TONG Li-yuan
2011, 33(zk1): 191-195.
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Displacement of soil slopes based on local strength reduction method
ZHONG Zhi-hui, YANG Guang-hua, ZHANG Yu-cheng, TANG Jia-ming
2011, 33(zk1): 196-201.
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Evaluation of subgrade stability of mountainous highway exhibition based on interaction matrix
WU Hong-gang, MA Hui-min, ZHANG Hong-li
2011, 33(zk1): 202-206.
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Behavior of stepped soil-nail wall
WANG Shu-guang, DUAN Qi-wei, LI Qin-rui
2011, 33(zk1): 207-210.
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Key factors influencing cooling effect of block-stone embankment on frozen soil foundation
WANG Ai-guo, MA Wei, WU Zhi-jian
2011, 33(zk1): 211-215.
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Deformation of row pile retaining structures for deep foundation pit of subway
FANG Shi-jun, FU Yong-jun, YAO Ai-jun
2011, 33(zk1): 216-219.
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Analysis of ground improvement of a highway in the soft clay ground
CAO Xue-shan
2011, 33(zk1): 220-222.
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Characteristics of wind-blown sand motion in Mengjindong area of Lanzhou-Urumqi Railway
LI Kai-chong, JIANG Fu-qiang, XUE Chun-xiao, LIU He-ye, GE Sheng-chang
2011, 33(zk1): 223-226.
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Low-energy DCM in soft subgrade
YU Jiong-qi, WANG Wen-shuang, WU Xiong-wei
2011, 33(zk1): 227-229.
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Effect of filling interval time on settlement of subgrade in soft foundation of Pengze-Hukou highway
TU Wen-jing, ZHENG Ming-xin, ZUO Wei, KONG Xiang-ying
2011, 33(zk1): 230-233.
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Surface-layer improvement technology for ultra soft soil by vacuum preloading
CAO Yong-hua, LI Wei, LIU Tian-yun
2011, 33(zk1): 234-238.
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Application of pre-stress detection and compensation technology in high-slope anchorage
NIE Biao, WANG Jian-song, GAO He-bin, LIANG Long-long
2011, 33(zk1): 239-241.
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Analysis of settlement and tamping energy dissipation
YAN Bo, LIN Pei-yuan, YU Hai-tao, LI Hai-yang, DING Qing-feng
2011, 33(zk1): 242-245.
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Vibration attenuation laws for reinforcing filled ground by dynamic compaction
LI Run, JIAN Wen-bin, KANG Rong-tao
2011, 33(zk1): 246-250.
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Field tests on reinforcement effects of ground treatment of composite foundation in saline soils by dynamic compaction replacement
ZHANG Yu, FANG Jian-hong, LIU Jian-kun, XU An-hua
2011, 33(zk1): 251-254.
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Seismological evidence of ultra-crust faults in northeastern margin of Qinghai-Tibet Plateau
SHEN Xu-zhang, QIN Man-zhong, ZHANG Yuan-sheng, GUO Xiao, LIU Xu-zhou, XU Kang-sheng, MEI Xiu-ping, WEI Cong-xin
2011, 33(zk1): 255-260.
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Transformation of ancient faulted rock mass into landslide
TIAN Yi-bin, HOU Xing-xia, LIU Yan-hu, HE Yun, LI Xiao-jun
2011, 33(zk1): 261-265.
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3-D finite element analysis of ground settlement caused by shield construction of metro tunnels in soft soils
WANG Guo-cai, MA Da-jun, YANG Yang, ZHANG Jie
2011, 33(zk1): 266-270.
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Design and practice of deep foundation pit engineering under sensitive conditions in soft soil area
YUE Jian-yong, YAO Ji, HUANG Shao-ming
2011, 33(zk1): 271-277.
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Reliability evaluation method for segment joints of metro shield tunnels in soft soils
WANG Hui, HUANG Hong-wei
2011, 33(zk1): 278-283.
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Monitoring and numerical analysis of a deep foundation pit
LI Si-wei, GAO Hua-dong, YANG Tie-deng
2011, 33(zk1): 284-291.
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Microstructure fractal of sliding zone soil of Suoertou landslide in Zhouqu
SONG Bing-hui, CHEN Wen-wu, WU Wei-jiang, JIANG Yao
2011, 33(zk1): 292-297.
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Experimental study on CBR value of improved clay with lime
CAO Pei, WANG Fang, YAN Li-xue, GU Chun-yuan
2011, 33(zk1): 298-301.
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Probabilistic prediction of consolidation degree in double-layerd sand-drained ground
WANG Bing-qian, GONG Lei, LIU Guo-nan
2011, 33(zk1): 302-307.
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Control of roadbed diseases along K109 section of Adai-Tongren Road in Qinghai Province
LIU Shi-feng
2011, 33(zk1): 308-311.
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Development and application of buried anti-slide pile with multi-anchor
WANG Zhen
2011, 33(zk1): 312-317.
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Analysis and discussion of several issues of pile foundation construction in karst region of Tangshan
ZHANG Long-qi, CHEN Jing, QU Chao-lei
2011, 33(zk1): 318-323.
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Case study on damage of Banqiao School due to liquefaction following Wenchuan Ms 8.0 Earthquake
CAO Zhen-zhong, XU Xue-yan, T Leslie Youd, YUAN Xiao-ming
2011, 33(zk1): 324-329.
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Reinforcement assessment and engineering practice of dynamic compaction for crushed rock soil fill foundation in mountainous areas
DONG Qian, KUANG Long-chuan, KONG Fang-lin
2011, 33(zk1): 330-334.
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Deformation trends of expansive soils under free and loading condition
HU Jin, WANG Bao-tian, ZHANG Wen-hui, GUO Shuai-jie, ZHANG Lei
2011, 33(zk1): 335-338.
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Supporting mechanism and stiffness of jet grouting mixing stiffening piles in foundation pits in soft clay
LIU Quan-lin
2011, 33(zk1): 339-343.
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Comparative analysis of geological prediction methods in karst aeras
LUO Li-rui, LIU Zhi-gang
2011, 33(zk1): 344-348.
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Distribution rules of geo-hazards induced by Wenchuan Earthquake
ZHONG Xiu-mei, CHEN Wen-kai, HOU Jing-rui, YUAN Zhong-xia
2011, 33(zk1): 349-353.
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Distribution and formation causes of landslide of K7 — K45 section of Shizhu-Zhongxian Highway
SONG Xiang-jun
2011, 33(zk1): 354-357.
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Design of horizontal reinforcement as prevention of sinkhole hazards for roadbed engineering in kartst areas
HE Wei, FU Hong-yuan
2011, 33(zk1): 358-363.
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Performances of negative skin friction of belled wedge pile group under surcharge load
KONG Gang-qiang
2011, 33(zk1): 364-368.
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Sorption and desorption behaviors of heavy metal Mn(II) on loess soil
WANG Yan, TANG Xiao-wu, WANG Heng-yu, LIU Wei
2011, 33(zk1): 369-373.
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Design of treatment of deep soft soil foundation of an immigrant village in Zhuhai
SU Bu-kun, JIANG Yan, YAO Li-na, ZHANG Ming-fei
2011, 33(zk1): 374-379.
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Staged development of finite element methods for stability of unsaturated soil slopes
CHEN Xi, LIU Chun-jie
2011, 33(zk1): 380-384.
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Pull-out tests on anchoring force of prestressed anchor cables
HAN Kan, LI Deng-ke, WU Guan-zhong
2011, 33(zk1): 385-387.
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Numerical analysis of influence of large-diameter shield tunneling on underground ventilation adit of metro station
DING De-yun, YANG Xiu-ren, LU Wei-dong, LIU Wei-ning, YAN Mei
2011, 33(zk1): 388-393.
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Influencing factors for bearing capacity of statically pressed pipe piles based on grey theory
ZHAO Jian-bin, Shi Yong-qiang, YANG Jun
2011, 33(zk1): 394-398.
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Centrifugal model tests on D-M method
SI Hai-yan, CHANG Hong-tao, CHEN Quan-ying, YE Guan-bao, TIAN Guo-li
2011, 33(zk1): 399-402.
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Experimental study on stress path of sand based on digital image processing technique
HOU Shi-wei, LU De-chun, CHENG Xing-lei, DU Xiu-li
2011, 33(zk1): 403-408.
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Centrifugal model tests on expansive soil slope under rainfall
CHENG Yong-hui, CHENG Zhan-lin, ZHANG Yuan-bin
2011, 33(zk1): 409-414.
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Theoretical solution of ultimate bearing capacity of soil under shallow rectangle foundation
ZHU Xiao-jun, XIONG Ju-hua
2011, 33(zk1): 415-419.
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Experimental study on mechanical behaviors of polypropylene fiber reinforced clay
ZHANG Jin-li, JIANG Zheng-guo, YANG Gang
2011, 33(zk1): 420-425.
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Some issues on shear strength reduction finite element method
CHEN Li-hong, YU Shu, ZHANG Hong-tao
2011, 33(zk1): 426-430.
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Design and monitoring analysis of a complicated deep foundation pit in Lanzhou
YE Shuai-hua, ZHU Yan-peng, ZHOU Yong
2011, 33(zk1): 431-437.
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New method for anisotropic yield surface under different load direction
DONG Zhi-hua, YUAN Ju-yun, GAO Yan-bin
2011, 33(zk1): 438-441.
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Experimental study on expansion model of expansive soil in state of <>K 0 stress
HUANG Bin, HE Xiao-min, TAN Fan
2011, 33(zk1): 442-447.
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Effects of deviatoric stress ratio and intermediate stress parameter on deformation behaviors of dry sands under principal stress rotation
SU Jia-xing, JIANG Ming-jing, LI Li-qing, WU Xiao-feng
2011, 33(zk1): 448-453.
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Soil arching effect under plane strain condition
LU De-chun, CAO Sheng-tao, DU Xiu-li, ZHANG Pei
2011, 33(zk1): 454-458.
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Stability of embankments in permafrost regions considering temperature field coupled with dynamic field
LIU Chao, CHE Ai-lan, WU Zhi-jian, CHEN Tuo
2011, 33(zk1): 459-464.
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Pseudo-three-dimensional experimental study on tunnel face stability in weak and fractured rock mass
XU Qian-wei, MA Jing, ZHU He-hua, DING Wen-qi, JIN Fang-fang, MING Juan
2011, 33(zk1): 465-470.
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Field tests on compacting effect of high-cap pipe piles in soft soils
LEI Hua-yang, ZHANG Wan-chun, LU Pei-yi
2011, 33(zk1): 471-475.
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Nonlinear analysis of composite ground with weak drainage pile
WANG Chi, HUANG Ming, ZHU Jun-gao, XIA Guo-xing, LIN Fei
2011, 33(zk1): 476-480.
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Numerical simulation of liquefiable sandy ground reinforced by gravel piles and soil-cement piles
NIU Qi-ying, LIU Jian-jun, LIU Shao-wen, ZHANG Ming, GUO Ying
2011, 33(zk1): 481-484.
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Bearing capacity of suction tapered bucket foundations based on three-dimensional finite element numerical analysis
XU Wen-qiang, YUAN Fan-fan, WEI Chang-fu, YANG Cao-shuai
2011, 33(zk1): 485-490.
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Flow simulations and influence rules of rainfall erosion on railroad slopes
SHEN Yu-peng, KUANG Xing, WANG Lian-jun, BAI Ming-zhou
2011, 33(zk1): 491-495.
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Simulations of influences of properties of soil around piles on their bearing behaviors
FU Yong, CAO Ji-ming, LOU Xiao-ming, FANG Jian
2011, 33(zk1): 496-502.
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Influences of diameter of thermal probes on effect of decreasing earth temperature and producing cold quantity along Qinghai-Tibet Railway in permafrost area
LI Yong-qiang
2011, 33(zk1): 503-508.
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Deformation mechanism of tunnel-slope system in shallow tunnels under unsymmetrical pressure
WU Hong-gang, MA Hui-min, BAO Gui-yu
2011, 33(zk1): 509-514.
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