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3-D bond contact model for structured sand considering influence of bond thickness
JIANG Ming-jing, ZHANG Fu-guang
2013, 35(zk2): 1-9.
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Anchorage-reinforced technology for subgrade widening project of highways
YANG Guang-qing, GAO Min-huan, CHEN Jun-chao, HE Jing-chen, LI Bing-yin
2013, 35(zk2): 10-15.
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Elastoplastic analysis of gas drainage hole based on Tresca yield criterion
XU Ping
2013, 35(zk2): 16-20.
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Adjustment of seismic ground motion parameters considering site effects in seismic zonation map
LI Xiao-jun
2013, 35(zk2): 21-29.
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Creep properties and damage constitutive relation of mudstone under uniaxial compression at high temperature
MAO Xian-biao, ZHANG Lian-ying, LIU Rui-xue
2013, 35(zk2): 30-37.
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Experimental investigation on dynamic shear modulus of frozen clay from subgrade of Beijing-Harbin Railway
LING Xian-zhang, WANG Zi-yu, ZHANG Feng, LI Qiong-lin, ZHAO Ying-ying, WANG Jia-hui
2013, 35(zk2): 38-43.
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Application of bamboo as tensile reinforcement to strengthening of embankment of soft soils
DANG Fa-ning, LIU Hai-wei, WANG Xue-wu
2013, 35(zk2): 44-48.
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Numerical simulation of cracks of homogeneous earth dams using an extended finite element method
RUAN Bin, CHEN Guo-xing, WANG Zhi-hua
2013, 35(zk2): 49-54.
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Unconfined compression tests and strength prediction method for solidified soils of dredged clays with high water content
DING Jian-wen, LIU Tie-ping, CAO Yu-peng, YANG Rui-min, WANG Gang
2013, 35(zk2): 55-60.
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Instability behaviors of main roof in gentle dipping seam longwall mining
YANG Zhi-lin
2013, 35(zk2): 61-65.
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Compressibility of sand with particle crushing effect and its mathematical description
HUANG Wen-xiong, DING Yu-tang, XU Ke
2013, 35(zk2): 66-69.
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Non-intrusive stochastic finite element method for slope reliability analysis based on Latin hypercube sampling
JIANG Shui-hua1, 2, LI Dian-qing1, 2, ZHOU Chuang-bing1, 2
2013, 35(zk2): 70-76.
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Slope reliability in anisotropic random fields
XUE Ya-dong, FANG Chao, GE Jia-cheng
2013, 35(zk2): 77-82.
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Application of resonant vibro-compaction in treatment of liquefiable sites
CHENG Yuan, LIU Song-yu
2013, 35(zk2): 83-87.
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Method for determining mesoscopic parameters of sand in three-dimensional particle flow code numerical modeling
CHEN Ya-dong, YU Yan, SHE Yue-xin
2013, 35(zk2): 88-93.
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Dynamic deformation monitoring and three-dimensional numerical analysis of K62 landslide of approach road of A’hai Hydropower Station
WANG Zhong-fu1, 2, LIU Han-dong1, HE Si-ming2
2013, 35(zk2): 94-100.
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Shaking table tests on fluid characteristics of saturated Nanjing fine sand
ZHOU En-quan, WANG Zhi-hua, LÜ Cong
2013, 35(zk2): 101-106.
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Internal force and deformation of deep foundation pit under asymmetric water pressure
ZHANG You-jie, DING Wen-qi, LIU Xue-zeng, WANG Xiao-xing, WU Jun-dong
2013, 35(zk2): 107-112.
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3-D finite element analysis of cooling effect of Qinghai-Tibet Railway embankment with thermosyphons in permafrost regions
TIAN Ya-hu, LIU Jian-kun, SHEN Yu-peng
2013, 35(zk2): 113-119.
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3D numerical analysis of influence of construction of underlying mining area on existing road tunnel structures
GONG Jian-wu, XIA Cai-chu, LEI Xue-wen, ZHOU Da-hua, GAO Shi-jun
2013, 35(zk2): 120-125.
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Experimental study on deformation behavior and shear strength of mixed soil blended with steel slag
WANG Li-yan, GAO Peng, CHEN Guo-xing, FU Ren-jian
2013, 35(zk2): 126-132.
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Model for stiffness of joints of immersed tube tunnel
LIU Peng, DING Wen-qi, YANG Bo
2013, 35(zk2): 133-139.
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Effect of freeze-thaw circles on softening behaviors of triaxial stress-strain curve of costal soft soils
WANG Wei, CHI Xu-chao, ZHANG Fang, SUN Bin-xiang
2013, 35(zk2): 140-144.
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Statistical relation between shear wave velocity and depth of soils in three basins in coastal area of Fujian province
DONG Fei-fan, CHEN Guo-xing, JIN Dan-dan
2013, 35(zk2): 145-151.
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Impact of wetting-drying cycle effects on stability of expansive soil slopes
ZHOU Jian, XU Hong-zhong, HU Wen-jie
2013, 35(zk2): 152-156.
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Function fitting on strength attenuation curve of swell-shrinking soils
LÜ Hai-bo, ZENG Zhao-tian, ZHAO Yan-lin, GE Ruo-dong, CHEN Cheng-you, WEI Chang-fu
2013, 35(zk2): 157-162.
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Face supporting pressure of slurry shield tunnel under high hydraulic pressure
CHEN Meng-qiao, LIU Jian-kun, XIAO Jun-hua, TIAN Ze-ye
2013, 35(zk2): 163-169.
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Comparative FEM analysis of deformation properties of expressway widening projects with cast-in-situ X-shaped concrete piles and circular pile
YU Hui, DING Xuan-ming, KONG Gang-qiang, ZHENG Chang-jie
2013, 35(zk2): 170-176.
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Acoustic emission characteristics of thermal cracking of marble under uniaxial compression
ZHAI Song-tao, WU Gang, SUN Hong, PAN Jian-hua
2013, 35(zk2): 177-183.
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Dynamic response and reinforcement ultimate aseismic capacity of high core rockfill dams
ZHU Ya-lin, KONG Xian-jing, ZHU Da-yong, GAN Wen-ning
2013, 35(zk2): 184-190.
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Influence of key factors on trajectories of rockfalls
CHEN Yu-long
2013, 35(zk2): 191-196.
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Test procedures for ring shear apparatus
DING Shu-yun, BI Qing-tao, CAI Zheng-yin, HUANG Zhi-quan
2013, 35(zk2): 197-201.
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Finite element analysis of entrance slope of expansion project of Huanglongtan Power Plant
GUO Yong-cheng, LI Jian-lin, WANG Xing-xia
2013, 35(zk2): 202-206.
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Numerical analysis of influence of rock mass joints on stability of tunneling
WANG Yong-fu, TANG Xiao-song, ZHENG Ying-ren, XIANG Yu-zhou
2013, 35(zk2): 207-211.
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Settlement prediction of soft ground based on Weibull model
ZHANG Tao, CAI Guo-jun, LIU Song-yu
2013, 35(zk2): 212-216.
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Analysis of reinforced slope based on interface properties of geosynthetics and soil
LIU Dong, CHEN Xiao-ping, CHANG Xue-ning
2013, 35(zk2): 217-223.
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Application of static bolt-pile technique to construction of basement of existing buildings
WEN Ying-wen, HU Ming-liang, HAN Shun-you, LIU Song-yu
2013, 35(zk2): 224-229.
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Connectivity principle and distinguishing method of structural planes
CHEN Qing-fa, CHEN De-yan, WEI Cai-shou
2013, 35(zk2): 230-235.
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Characteristics of stiffness degradation and strength effect of dynamic damage of structured soft soils
CAO Yong, KONG Ling-wei, YANG Ai-wu
2013, 35(zk2): 236-240.
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Numerical simulation of biaxial tests on structured loess by distinct element method
JIANG Ming-jing, LI Tao, HU Hai-jun
2013, 35(zk2): 241-246.
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A bilinear strength formula for structured loess based on tensile strength and shear strength and its application
LI Rong-jian, LIU Jun-ding, ZHENG Wen, YAN Rui, SHAO Sheng-jun
2013, 35(zk2): 247-252.
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Numerical solution for bearing capacity of strip footing considering influence of intermediate principal stress
MA Zong-yuan, DANG Fa-ning, LIAO Hong-jian
2013, 35(zk2): 253-258.
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Analysis and treatment for deformation of supporting slope of a deep foundation pit in Lanzhou
YE Shuai-hua, ZHU Yan-peng, ZHOU Yong
2013, 35(zk2): 259-265.
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Analysis and evaluation of effects of borehole pressure relief measures by drilling cutting method
CHEN Feng, PAN Yi-shan, LI Zhong-hua, WANG Ai-wen, XU Lian-man
2013, 35(zk2): 266-270.
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Mechanical behaviors of shield tunnel segments due to construction of connecting passages
LIU Jun, HE Mei-de, SONG Han-yun
2013, 35(zk2): 271-275.
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Numerical simulation of excavation of deep foundation pit adjacent to metro station based on FLAC3D
REN Wei-ming, PENG Li-yun, LIU Jun
2013, 35(zk2): 276-280.
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Fluid-solid coupling dynamic model for fluid-saturated porous media in ABAQUS
LI Liang, CUI Zhi-mou, KANG Cui-lan, WANG Xiang-bao
2013, 35(zk2): 281-285.
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Numerical simulation of desiccation cracking of clay soils by DEM
SIMA Jun, JIANG Ming-jing, ZHOU Chuang-bing
2013, 35(zk2): 286-291.
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Stability analysis of waste dump with complex terrain under heavy rainfall infiltration
HUANG Gang-hai
2013, 35(zk2): 292-295.
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Deflection of asphalt pavement and design indices of roadbed for flexible base
WANG Xiu-shan, FAN Tao-tao
2013, 35(zk2): 296-300.
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Long-term settlement of tunnels induced by subway moving load in soft soil districts
JIANG Zhou, GAO Guang-yun, ZHAO Hong, CHEN Gong-qi
2013, 35(zk2): 301-307.
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Seismic safety of high earth-rock dams during earthquakes coupling with rapid drawdown of reservoirs
CEN Wei-jun, WANG Jian, WANG Shuai, XIONG Kun
2013, 35(zk2): 308-313.
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Fractal characteristics of rock fragmentation process induced by indenters
LI De, LI Shou-ju, YU Shen, CAO Li-juan
2013, 35(zk2): 314-319.
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Numerical analysis of guide control of directional hydraulic fracturing of rock
WANG Zhi-jun, LIAN Chuan-jie, WANG Ge
2013, 35(zk2): 320-324.
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Stability analysis of composite soil-nailing wall with prestressed anchors
HUI Chen-yi, ZHU Yan-peng, YE Shuai-hua
2013, 35(zk2): 325-329.
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Numerical analysis of cut-and-cover excavation part of a cross-river tunnel
LIU Shuai-jun, WANG Xiao-dong, WANG Jian-hua, CHEN Jin-jian
2013, 35(zk2): 330-334.
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Three-dimensional finite-element analysis of panel installation of a ultra-deep diaphragm wall
QIN Hui-lai, LI Feng, GUO Yuan-cheng
2013, 35(zk2): 335-340.
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Correlation between mechanical properties of marine soft clay and stress path
XIONG Chun-fa, KONG Ling-wei, YANG Ai-wu
2013, 35(zk2): 341-345.
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Subgrade settlement using CFG piles based on cvisc creep model
JIANG Zong-bin, JIANG An-nan, SHI Jing
2013, 35(zk2): 346-351.
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Numerical analysis of long-term effects of tunnel excavation on adjacent pile foundation in structured soft soils
LENG Jian, BIAN Rong, LIU Yan-ping, YE Guan-lin
2013, 35(zk2): 352-356.
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Seismic response of undersea tunnels to hydrodynamic and hydrostatic pressures
LIU Yong, CHEN Guo-xing, KONG Meng-yun
2013, 35(zk2): 357-362.
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Stability analysis method for arbitrary slip block based on dynamic finite element method
LIU Xi-kang, ZHANG Jian-hai, ZHAO Wen-guang
2013, 35(zk2): 363-368.
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Non-contact displacement test based on optimal circle fitting method and development of visual software
CHEN Su, CHEN Guo-xing, HAN Xiao-jian, QI Cheng-zhi, DU Xiu-li
2013, 35(zk2): 369-374.
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Experimental study on dynamic shear modulus ratio and damping ratio of marine soils in Qiongzhou Strait with depth less than 100 m
SUN Tian, CHEN Guo-xing, ZHOU En-quan, LI Xiao-jun
2013, 35(zk2): 375-382.
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A shear-wave velocity discrimination formula for liquefaction applicable to Xinjiang region
ZHAO Qian-yu, SUN Rui
2013, 35(zk2): 383-388.
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Accumulative effect of cooling capability in air-tight crushed rock layer with horizontally embedded perforated ventilation pipes
SUN Bin-xiang, YANG Li-jun, WANG Wei, YANG Qiu-wei, XU Xue-zu
2013, 35(zk2): 389-395.
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Feasibility of liquefaction prediction method in China's seismic code to Xinjiang region
LI Zhao-yan, WANG Yun-long, CAO Zhen-zhong, YUAN Xiao-ming
2013, 35(zk2): 396-400.
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Numerical simulation of dynamic response for pile groups of bridges in liquefiable soils
TANG Liang, LING Xian-zhang, SU Lei, LIU Chun-hui, ZHANG Xiao-yu, LI Qing-hua
2013, 35(zk2): 401-407.
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Numerical simulation of stability of unsaturated soil slopes under earthquakes
FU Fang, ZHAO Cheng-gang, LI Wei-hua, ZHANG Wei-hua
2013, 35(zk2): 408-414.
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Critical slip surface of high-steep slopes based on theory of stress effect coefficient
LIU Ke-Ling, WANG Chun-lei
2013, 35(zk2): 415-421.
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Division method for deep and shallow tunnels
ZHANG Pei, LU De-chun, DU Xiu-li, MA Chao
2013, 35(zk2): 422-427.
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Numerical analysis of relationship among dynamic deformation modulus Evd, deformation modulus Ev2 and coefficient of soil reaction K30
CHANG Dan, LIU Jian-kun, TIAN Ya-hu
2013, 35(zk2): 428-432.
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Numerical simulation of variable diameter deep mixed columns-treated layered soft ground under highway embankment load
YI Yao-lin, XI Wen, LIU Song-yu, JING Fei
2013, 35(zk2): 433-438.
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Microstructure of low liquid limit silt
ZHOU Qiao-yong, XIONG Bao-lin, YANG Guang-qing, LIU Wei-chao
2013, 35(zk2): 439-444.
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Monitoring and analysis of deep foundation pit at Xintang Road-Jingfang Road cross of Hangzhou metro
DING Zhi, WANG Da, YU Xing-fu, WANG Jin-yan, JIANG Ji-qing
2013, 35(zk2): 445-451.
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Influence of design parameters of prestressed yieldable bolts on stability of deep mine roadway
LIAN Chuan-jie, WANG Ge
2013, 35(zk2): 452-458.
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Yield failure process of vertical jambs in Jinchuan No. 2 Mine Area
MA Chong-wu, MU Qing-song
2013, 35(zk2): 459-463.
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Effect of road reconstruction on piles foundation of high-speed railways
Zhang Shi-hu, AO Xia, Fu Shao-jun, WANG Gui-bin
2013, 35(zk2): 464-470.
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Comparative analysis between shaking table model test and numerical simulation of frame subway station structure in liquefiable ground
HUANG Ying, CHEN Guo-xing, QI Cheng-zhi, DU Xiu-li
2013, 35(zk2): 471-478.
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A soil model considering principal stress rotation
YANG Yun-ming
2013, 35(zk2): 479-486.
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Analysis method for internal force of foundation considering deformation effects of soft soils
TENG Yan-jing, SHI jin-long, GONG Jian-fei, WANG Shu-guang
2013, 35(zk2): 487-490.
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Field observation of artificial recharge of confined water in first excavation case in Tianjin
ZHENG Gang, ZENG Chao-feng, LIU Chang, SHI Xiao-rui, ZONG Chao, XUE Xiu-li
2013, 35(zk2): 491-495.
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Consolidation characteristics of fillings by variable coefficients finite difference method
YAN Shu-wang, JIA Zhao-lin, GUO Bing-chuan, SUN Li-qiang
2013, 35(zk2): 496-500.
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Axisymmetric consolidation of multi-layered foundation with anisotropic permeability and compressible fluid due to well point sink
AI Zhi-yong, HU Ya-dong, ZENG Wen-ze
2013, 35(zk2): 501-505.
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Seismic performance of PHC pipe piles in layered soft soils
ZHENG Gang, ZHANG Nan, BA Zhen-ning, ZHANG Tian-qi
2013, 35(zk2): 506-510.
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Improvement effect of vacuum preloading evaluated by in-situ tests
LOU Xiao-ming, FANG Cheng-jie, ZHU Ya-juan, XU Shi-long
2013, 35(zk2): 511-514.
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Numerical study on performance of waterfront excavation
DING Yong-chun, CHENG Ze-kun, HANG Jian-zhong, GU Qun
2013, 35(zk2): 515-521.
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Secondary consolidation properties of dredger fill with over liquid limit at primary consolidation stage
SHEN Yang, LI Hai-long, FEI Zhong-qiu, LIU Han-long
2013, 35(zk2): 522-527.
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Numerical simulation analysis of reclaimed port ground under container load
LAI Han-jiang, ZHENG Jun-jie, GAN Tian, ZHOU Yan-Jun, YUAN Jing-bo
2013, 35(zk2): 528-531.
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Reliability of flexible retaining structure of excavations in Shanghai soft soils
QIN Gao-feng, LI Jing-pei, LIU Shan-nan, HOU Sheng-nan
2013, 35(zk2): 532-536.
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Influence of soil disturbance on metro tunnel in soft clay due to excavation of deep foundation pit
HU Qi, XU Si-fa, CHEN Ren-peng, RAN Long
2013, 35(zk2): 537-541.
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Basal-heave analysis of a braced excavation considering spatial variability of soft ground
TANG Yu-geng, KUNG Gordon Tung-chin
2013, 35(zk2): 542-545.
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Structural transformation and analysis of periodic motion of frog-hammer for soft ground treatment
CAO Ming
2013, 35(zk2): 546-549.
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Deformation of asymmetric foundation pit caused by staged dewatering and excavation
ZHENG Gang, ZONG Chao, ZENG Chao-feng, DIAO Yu
2013, 35(zk2): 550-554.
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Design and application of synchronous construction of two neighboring deep excavations
CHEN Ping, WANG Wei-dong, DING Jian-feng
2013, 35(zk2): 555-558.
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Failure modes of surrounding rock of deep-buried large-section loess tunnel
LIANG Xiao-yong, HU Shi-min, ZHANG Chun-hui
2013, 35(zk2): 559-563.
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Experimental study on bearing behaviors of composite foundation with CFG piles with caps under flexible loads
HUANG Sheng-gen
2013, 35(zk2): 564-568.
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Determination of confined compression modulus of soft clay using piezocone penetration tests
TONG Li-yuan, TU Qi-zhu, DU Guang-yin, CAI Guo-jun
2013, 35(zk2): 569-572.
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Influence of excavation passive zone reinforcement on bracings
MA Hai-long
2013, 35(zk2): 573-578.
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Comparative studies on treatment effects of new methods for dredger fill foundation
HAO Zhi-chao, SHEN Yu-peng, ZHANG Yao-yu
2013, 35(zk2): 579-583.
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Dialectical thinking on treatment technology for large-area soft foundation
XI Ning-zhong, YU Hai-cheng
2013, 35(zk2): 584-587.
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Influence of construction of test pool on adjacent piles
JIANG Jie, GU Qian-yan, QU Ge, ZHU Yan
2013, 35(zk2): 588-591.
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A method for calculating composite foundation bearing capacity by results of load tests on piles and soils
FU Wen-guang
2013, 35(zk2): 592-595.
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Applicability of Davidenkov model for soft soils in sea areas
RONG Mian-shui, LI Hong-guang, LI Xiao-jun, LÜ Yue-jun, PENG Yan-ju, XIU Li-wei
2013, 35(zk2): 596-600.
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Evaluation of two-dimensional equivalent method for finite element analysis of consolidation by vertical drains
DENG Yue-bao, LIU Gan-bin, TAO Hai-bin, XIE Kang-he
2013, 35(zk2): 601-606.
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Coefficient of horizontal sub-grade reaction considering rheological properties of soft soils in Wuxi region
WANG Chun-Bo, DING Wen-qi, TIAN Jiao, TANG Zhi-cheng
2013, 35(zk2): 607-611.
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Vibro-replacement stone column tests and parameter controls of underwater super soft soil foundation
HAN Ran-ran, XU Man-yi, QIAO Xiao-li, WANG Hai-peng, GUO Wei
2013, 35(zk2): 612-616.
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Strengthening method and stability analysis for tunnel base in debris flow accumulation body
ZHU Zheng-guo, ZHU Yong-quan, WU Guang-ming, ZHANG Bin, YU Jian-tao, WANG Jin-tao
2013, 35(zk2): 617-621.
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3D numerical analysis of immersed tunnels based on stratum-structure method
DING Wen-qi, ZHU Ling, PENG Yi-cheng, HU Jin-ping, CHEN Yue
2013, 35(zk2): 622-626.
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Settlement of pile groups based on static load tests on single pile
MAO Yan-bing, DAI Guo-liang, GONG Wei-ming
2013, 35(zk2): 627-631.
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Micromechanism of cement-sodium silicate-stabilized soft soils
JIAN Wen-bin, ZHANG Deng, HUANG Chun-xiang
2013, 35(zk2): 632-637.
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Improved solution for predicting settlement of tubular-pile composite ground
LIU Hong-kai, WU Cheng-jie, YU Feng, XIA Tang-dai
2013, 35(zk2): 638-642.
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Numerical analysis of effect of large-scale unloading on underlying shield tunnels
LI Ying, CHEN Jin-you, HUANG Xi-gang, YUAN Jing, LIU Xing-wang
2013, 35(zk2): 643-646.
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Variation of stress state of foundation soils induced by running subway
DING Zhi, GE Guo-bao, WEI Xin-jiang, JIANG Ji-qing
2013, 35(zk2): 647-651.
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Control of differential settlement of road widening of expressways on soft soil foundation
WU Yue-dong, ZHANG Chao, ZHONG Guang-qiang
2013, 35(zk2): 652-655.
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Mechanical characteristics and isolation effects of isolated piles due to side loading
ZHU Ming-xing, YU Ru-kang, GONG Wei-ming
2013, 35(zk2): 656-661.
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Ettringite formation in lime and cement-stabilized clay
LI Chen, ZHANG Zheng-fu, LIU Song-yu, CHENG Liang
2013, 35(zk2): 662-665.
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Effects of inherent and induced anisotropies on strength and deformation characteristics of soft clay
ZHOU Jian, LIU Zheng-yi, YAN Jia-jia
2013, 35(zk2): 666-670.
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Features and properties of peaty soil in Caohai section of Anning-Sonming line
LIU Wei, ZHAO Fu-yu, YANG Wen-hui, CHEN Xiao-feng
2013, 35(zk2): 671-674.
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Experimental study on stiffness change of saturated soft clay with different degrees of consolidation under cyclic loading
WEI Xin-jiang, ZHANG Tao, DING Zhi, JIANG Ji-qing, ZHANG Shan-shan
2013, 35(zk2): 675-679.
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Model tests on composite foundation with group sand piles
ZHU Xiao-jun, GONG Wei-ming, ZHAO Xue-liang
2013, 35(zk2): 680-683.
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Analysis and test method for groundwater level by vacuum preloading
GAO Zhi-yi, HOU Jin-fang, LIANG Ai-hua
2013, 35(zk2): 684-688.
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Consolidation settlement of soft clay ground with steel cofferdam structure
HOU Jing-fang, YU Zhi-fa, LI Ming-ying, KOU Xiao-qiang
2013, 35(zk2): 689-692.
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Application of earth pressure calculation method considering displacement in excavation engineering
YAO Guo-sheng
2013, 35(zk2): 693-696.
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Optimization design of retaining structures for high filling projects close to buildings on soft soils
LIANG yong-hui
2013, 35(zk2): 697-701.
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Application and analysis of vacuum preloading tests on engineering site formation of Shanghai Disneyland Park
LIANG Zhi-rong, LI Zhong-cheng, WEI Xiang
2013, 35(zk2): 702-706.
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Basal heave stability analysis for excavations in deep soft clays
TONG Lei, LIU Xing-wang, YUAN Jing, LI Bing-he, CHEN Dong
2013, 35(zk2): 707-711.
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Vacuum preloading technology for ultra soft soils with footed-in filter tubes and its field tests
LIANG Ai-hua, LIU Jian-jun, LI Ming-ying, LI Wei
2013, 35(zk2): 712-716.
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Uncoupled analytical layer-element for 3D transversely isotropic multilayered foundation
AI Zhi-yong, HU Ya-dong
2013, 35(zk2): 717-720.
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Applicability of m-method for horizontal bearing capacity of single pile in Shanghai area
LIU Shan-nan, HOU Sheng-nan, CAI Zhong-xiang
2013, 35(zk2): 721-724.
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Influence factor analysis of cement mixing pile method in treating vehicle bumping at bridge head in soft soil foundation
LI Ran, LIU Run, XU Yu, LIN Min-bo
2013, 35(zk2): 725-729.
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Experimental study on horizontal bearing capacity of reinforced cement-soil piles
YAN Chao, LIU Song-yu, DENG Yong-feng, GONG Neng-he
2013, 35(zk2): 730-734.
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Numerical analysis of bearing behaviors of uplift piles during pit excavation
LIN Min-bo, LIU Run, XU Yu, LI Ran
2013, 35(zk2): 735-739.
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Lateral bearing capacity of pile foundation due to shallow tunneling
SHANG Hou-sheng, ZHANG Hao, LIANG Fa-yun
2013, 35(zk2): 740-743.
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Influence of vacuum preloading of soft soil foundation on deformation of surrounding environment
LIANG Zhi-rong, LI Zhong-cheng, WENG Xin-rong
2013, 35(zk2): 744-748.
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Application of riprap back pressure method in a soft soil slope
CHEN Fu-qiang, YANG Guang-hua, LIU Hui-kang, ZHANG Yu-cheng, JIANG Yan
2013, 35(zk2): 749-752.
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Numerical simulation of disturbance characteristics and post-construction settlement caused by shield excavation in soft clay
ZHANG Yu-ting, KOU Xiao-qiang, ZUO Dian-jun, QIAO Xiao-li
2013, 35(zk2): 753-757.
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Design of foundation treatment project of outdoor venues of China Expro
TAN Yong-wei, WU Jiang-bin, CHEN Chang
2013, 35(zk2): 758-762.
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Analytical solution to spatial axisymmetric problem of axially loaded hollow concrete filled steel tubular pile member
WANG Huai-zhong
2013, 35(zk2): 763-767.
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Dynamic response and permanent displacement of high-steep slopes under near- and far-field earthquakes
HUANG Shuai, SONG Bo, CAI De-gou, YE Yang-sheng
2013, 35(zk2): 768-773.
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Confined compression features and mathematical modeling of artificially structured soils with initial stress-induced anisotropy
NIE Qing, WEI Wei, LUO Kai-tai, LIU En-long
2013, 35(zk2): 774-778.
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Numerical simulation of influence of non-uniform scour depth on modes of simply supported bridge
WANG Yu, JIA Cheng-yue, LIANG Fa-yun, YAO Xiao-qing
2013, 35(zk2): 779-782.
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Influence factors for critical height of soil-nailing foundation pits
ZHANG Wen-long
2013, 35(zk2): 783-787.
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Permanent settlement of subgrade of saturated soft soils
HU An-feng, ZHANG Xiao-dong, JIA Yu-shuai, LI Liang
2013, 35(zk2): 788-792.
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Modified constitutive Cam-clay model
LIU Peng, DING Wen-qi
2013, 35(zk2): 793-797.
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Deformation of soft soils under constant stress ration consolidation with K0
MO Wei-hong, CHEN Xiao-ping, LUO Qing-zi
2013, 35(zk2): 798-803.
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Janbu tangent modulus method for settlement and determination of parameters
XU Guo-ping, FU Bai-yang, ZHANG Zhi-gang, CHEN Hu-cheng
2013, 35(zk2): 804-808.
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Influence of pile construction and excavation on adjacent buildings
XU Chang-jie, JIN Biao, SUN Feng-ming, CHEN Qi-zhi
2013, 35(zk2): 809-813.
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Application of TRD method in non-in-situ tests on 56.73 m-wall of Shanghai International Financial Center
WU Guo-ming, ZHANG Zhao-xiong, XIE Zhao-liang
2013, 35(zk2): 814-818.
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Finite element method analysis of bottom upheaval of deep foundation pits in soft-clay ground due to excavation
CAO Li-qiao
2013, 35(zk2): 819-824.
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Experimental research on characteristics of stress path for soft soils
WENG Xin-rong
2013, 35(zk2): 825-828.
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Utilization of GGBS in stabilization of soft soils and its mechanism
YI Yao-lin, QING Xue-wen, ZHUANG Yan, LIU Song-yu, DU Guang-yin
2013, 35(zk2): 829-833.
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Rheological effects of deep foundation pits near metro tunnels
FU Yan-bin, YANG Zhi-yin
2013, 35(zk2): 834-838.
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Reflection of SV waves at interface of saturated porous thermo-elastic media
ZHENG Rong-yue, LIU Gan-bin, DENG Yue-bao, TAO hai-bing
2013, 35(zk2): 839-843.
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Indices of anti-liquefaction treatment of saturated compacted loess foundation based on theory of density control
WANG Qian, WANG Lan-min, WANG Jun, GAO Zhong-nan
2013, 35(zk2): 844-847.
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Measured deformation of dredger fill during slurry shield tunneling
LIANG Hao, CHENG Chi-hao, LIAO Shao-ming, LIU Jing
2013, 35(zk2): 848-852.
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Polynomial Landweber iterative method for solving Poisson model parameters in soft subgrade settlement
TANG Li-min
2013, 35(zk2): 853-856.
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Laboratory tests on influences of skin degradation on bearing properties of piles
SHANG Jin-rui, YANG Jun-jie, DONG Meng-rong, SONG Wen-feng
2013, 35(zk2): 857-861.
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Stability of sandy soil slope under the coupling of earthquake and groundwater
SONG Bo, HUANG Shuai, CAI De-gou, YE Yang-sheng
2013, 35(zk2): 862-868.
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Vibration tests on crossing-river tunnel under tidal bore
CAI Zhong-xiang, HUANG Mao-song, JIAO Qi-zhu
2013, 35(zk2): 869-873.
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Deformation characteristics of RST lightweight soils under dynamic loads
KONG De-sen, CHEN Wen-jie, JIA Teng, WANG Xiao-min
2013, 35(zk2): 874-878.
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Application dynamic compaction replacement technology in reinforcing stone subgrade of high-speed railway
MA Ming-lei, WANG Gui-ling, WANG Yong-hong, WANG Wen-tao, SONG He-cai, DU Zuo-long
2013, 35(zk2): 879-883.
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Influences of vehicle loads on retaining structure of excavations
XU Chang-jie, CHEN Jin-you, GUO Lu-jun, XU Yuan-lei
2013, 35(zk2): 884-887.
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Design method for bracing of asymmetric cylindrical foundation pits
LI Yun, GU Kai-yun, LIN Jing
2013, 35(zk2): 888-891.
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Numerical analysis of oversized deep soft foundation improved by plastic drainge plates combined with surcharge preloading
ZHANG Jia-feng, QIAN Jian-gu, ZHANG He-qing, HAN Li-ming, CAO Jie, LI Jun-shi
2013, 35(zk2): 892-896.
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Principle and optimal design of smoke extraction system of shield tunnel
HE Shu-zhuang, LIU Guang-shui, WU Shi-ming
2013, 35(zk2): 897-901.
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Reliability calibration analysis of stability of cement soil-treated gravity retaining wall in Shanghai area
YANG Kai-biao, LIANG Fa-yun, LI Jing-pei, HOU Sheng-nan, SUN Li-si
2013, 35(zk2): 902-905.
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Application of upper bound method for basal stability analysis in practice
QIN Hui-lai, HUANG Mao-song
2013, 35(zk2): 906-909.
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Equivalent finite element method for long-term settlement of subgrade induced by traffic load
MA Xiao, QIAN Jian-gu, HAN Li-ming, CAO Jie, HUANG Mao-song
2013, 35(zk2): 910-913.
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Eliminating liquefaction of deep subsoil by high vacuum densification method combined with deep well dewatering
SUN Guo-liang, PU Xiao-fang, LOU Xiao-ming, WANG Wen-bin
2013, 35(zk2): 914-918.
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Parametric analysis of failure modes and stability of muti-level retaining structure in deep excavations
REN Wang-dong, ZHANG Tong-xing, ZHANG Da-ming, LI Yuan-lin, ZHANG Ning, SUN Yan-sheng, ZHENG Gang
2013, 35(zk2): 919-922.
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Influence of construction and operation of pile foundation of overpass on existing tunnels
LU Ping, ZHENG Gang
2013, 35(zk2): 923-927.
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Computational methods for uplift capacity of belled piles
ZHAO Cheng, HUANG Lei, ZHAO Chun-feng
2013, 35(zk2): 928-931.
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Principle and design method of CMC hydrostatic pressure relief technology
LI Ming-shu, LI Jin-jun, LIU Wei-yang
2013, 35(zk2): 932-935.
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Settlement control of Qiantang River embankments during undercrossing of EPB shield tunnels
REN Ying-nan, WANG Hong-qi, WANG Jian-hua
2013, 35(zk2): 936-939.
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Deformation of deep foundation pits due to excavation considering change of void ratio and permeability coefficient with depth
MA Shao-kun1, 2, 3, SHAO Yu2, 3, HUANG Yan-zhen2, 3
2013, 35(zk2): 940-944.
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Engineering characteristics and settlement rules of gully soft clay in mountainous areas of Southwest China
CHEN Ji-bin, ZHAO Qi-hua, PENG She-qin, CHEN Zi-yang
2013, 35(zk2): 945-950.
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Influence of post-grouting and repressing on the base resistance of bored piles
LIU Nian-wu, YU Feng, LOU Chun-hui
2013, 35(zk2): 951-955.
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Working mechanism of tubular pile-supported embankment
DOU Hong-qiang, HAN Tong-chun, GONG Xiao-nan
2013, 35(zk2): 956-962.
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Pile-soil stress ratio of pile-supported embankments considering deformation of revolution paraboloid of reinforcement
CAI Yan-yan, JIANG Wen-fang, YU Jin, ZHOU Yi-tao, TU Bing-xiong, LIU Shi-yu
2013, 35(zk2): 963-967.
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Optimization design of liquefiable sand soil reinforced by compacted gravel pile with orthogonal design method and numerical analysis
DONG Jin-yu, HUANG Zhi-quan, MA Shu-jiang, GENG Yun-sheng, YANG Ji-hong
2013, 35(zk2): 968-973.
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Numerical study for dynamic responses of pile foundation in shake table tests using a three dimensional effective stress analysis
LU Chih-wei, LIN Jia-sing, PENG Kai-siang
2013, 35(zk2): 974-981.
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Protection of bridge scour using pile groups with porous basket
HUANG Chin-kun, LU Chih-wei
2013, 35(zk2): 982-985.
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Comparative analysis of precast square piles and PHC piles for flood protection work in soft soil areas
CHEN Yan-ming, MA Yan-yan, XU Yan-ping, CHEN Wei-yun, XIA Tang-dai
2013, 35(zk2): 986-989.
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Field tests on load transfer performances of squeezed branch piles
CHEN Fei, WU Kai-xing, HE Shu
2013, 35(zk2): 990-993.
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Experimental study on squeezed branch pile foundation in soft soil ground
ZHANG Yan, CHEN Pei, ZHAO Zhen-xin
2013, 35(zk2): 994-997.
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Engineering application and test analysis of strength composite piles
QIAN Yu-jun, XU Zhi-wei, DENG Ya-guang, SUN Ge-mei
2013, 35(zk2): 998-1001.
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Experimental research on seismic performances of prestressed high-strength concrete pipe piles and pile-pile cap connections
WANG Tie-cheng, YANG Zhi-jian, ZHAO Hai-long, WANG Wen-jin
2013, 35(zk2): 1002-1006.
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Analysis and experimental study of a PHC uplift pile with hold-hoop connection
GUO Yang, CUI Wei, CHEN Fang-Bin, CHEN Qiao
2013, 35(zk2): 1007-1010.
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Computational analysis and experimental study on a new connection between segments of square uplift piles
FAN Qin-jian, HUANG Guang-long, MIAO Hai-ling, LING De-xiang
2013, 35(zk2): 1011-1015.
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Influence of shaft resistance on particle size effects of piles
LIU Fei, LI Dong-hai, WU Lian-shi
2013, 35(zk2): 1016-1019.
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Comparative study on bearing capacity of enhanced pretensioned spun concrete piles and conventional pipe piles
FANG Peng-fei, QI Jin-liang, ZHOU Zhao-di
2013, 35(zk2): 1020-1023.
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Shaking table tests on pile groups considering pile-soil-structure interaction
QI Yu-liang, HISANORI Otsuka
2013, 35(zk2): 1024-1027.
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Lateral capacity of prestressed piles in Shanghai soft soil
LIU Shan-nan, GAO Cheng-yong, HUANG Shao-ming, ZHU Guang-yu, HOU Sheng-nan, CAI Zhong-xiang, SUN Yang-bo
2013, 35(zk2): 1028-1032.
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Hard bearing layer composite pile technology of rigid core rod-embedded strong mixing soils
YAN Ping, QIU Li
2013, 35(zk2): 1033-1036.
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Experimental study on interface shear fatigue between soils and PHC pipe piles
LIU Jun-wei, ZHANG Ming-yi, YU Feng, BAI Xiao-yu
2013, 35(zk2): 1037-1040.
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Experimental study on dynamic response of single pile under impact action
CHENG Ye, WANG Ji-qian, XIA Pei-yun
2013, 35(zk2): 1041-1044.
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Applications of screw compaction cast-in-place piles
XIE Chang-ling, HONG Ling-zheng, KONG Chao
2013, 35(zk2): 1045-1049.
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Case study of vertical compressive bearing capacity tests on swivel-driven piles in Shenzhen area
DU Fu-zhi, WU Xu-jun, WANG Zhao-lei, LUO Yong-sheng, ZHAO Wei, ZHONG Ru-hui
2013, 35(zk2): 1050-1053.
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Experimental study on vertical bearing performance of base post-grouted cast-in-place plies in soft soils
LIU Kai-fu, FANG Peng-fei, LIU Xue-mei, HU Yi, XIE Xin-yu
2013, 35(zk2): 1054-1057.
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Application of drilled screw piles in Shanghai soft soils
YAO Jian-ming, MENG Zhen, CHEN Jin-jian, WANG Jian-hua
2013, 35(zk2): 1058-1061.
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Experimental research on bearing features of CFG pile composite ground and vibrating sinktube detritus pile composite ground on saturated loess
WANG Xu1, 2, ZHANG Yan-jie1, JIANG Dai-jun1, LIU De-ren1, JIANG Peng-cheng1, 3
2013, 35(zk2): 1062-1065.
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Bearing behaviors of super-long single pile in soft soil areas
ZHANG Qian, LI Shu-cai, ZHANG Qian-qing, LI Li-ping, ZHOU Zong-qing
2013, 35(zk2): 1066-1070.
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Bearing performance tests on deep rock-socketed filling piles in Jiaozhou Bay reclamation area
TANG Hong-xia, ZHANG Ming-yi, LIU Zong-yu, ZHANG Peng, BAI Xiao-yu
2013, 35(zk2): 1071-1074.
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Comparative study on bending performance between hollow PHC pipe piles and PHC pipe piles with concrete core
TANG Meng-xiong, QI Yu-liang, ZHOU Zhi-guo, HU He-song
2013, 35(zk2): 1075-1080.
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Comprehensive treatment of loading and unloading of pile foundation with variable stiffnesses for a high-rise building accident
QIU Ren-dong, LIU Jin-li, QIU Ming-bing, ZHENG Wen-hua, YIN Rui, GUO Jin-xue
2013, 35(zk2): 1081-1086.
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Simplified analytical solution for vertical vibration of PCC piles in saturated soils
ZHENG Chang-jie, DING Xuan-ming, LIU Han-long, FU Qiang
2013, 35(zk2): 1087-1090.
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Nonlinear analysis of deformation for belled tension piles under vertical loading
ZHANG Shang-gen, YUAN Zheng-ru, SUN Chuan-huai
2013, 35(zk2): 1091-1094.
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Settlement calculation method for piled box (raft) foundations of high buildings
DONG Jian-guo, DONG Zhi-zhen, YUAN Ju-yun
2013, 35(zk2): 1095-1098.
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Reliability analysis of bearing capacity of foundation piles considering pile foundation design approach
BIAN Xiao-ya, ZHENG Jun-jie, XU Zhi-jun
2013, 35(zk2): 1099-1102.
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Effect of excavation on piles
QIN Hui-lai, GUO Yuan-cheng, LI Feng
2013, 35(zk2): 1103-1107.
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Analysis on dynamic response and ground vibration isolation by group pile in layered ground
GAO Guang-yun, WANG Fei, ZHAO Hong, ZHAO Yuan-yi
2013, 35(zk2): 1108-1112.
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Design and study of composite pile foundation of asymmetric twin towers of high-rise buildings under complicated geological conditions
LIU Chuan-ping
2013, 35(zk2): 1113-1116.
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Analysis and design of pile foundation engineering in karst areas of Tangshan
FANG Yun-fei, SUN Hong-wei, KAN Dun-li
2013, 35(zk2): 1117-1121.
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Mechanical properties of pile foundation of offshore wind turbines based on stream function wave theory
Wang Qi-biao, Yang Min, JIN Jun-wei
2013, 35(zk2): 1122-1125.
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Numerical simulation and analysis of mechanical characteristics for large-diameter rock-socketed piles
XING Hao-feng, LI Hao-ming, AN Xin, LI Chun-feng
2013, 35(zk2): 1126-1129.
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Influence of effective stress on mechanical behaviors of prestressed pipe piles
LIU Yong-chao, WANG Qing-long, ZHU Ming-liang
2013, 35(zk2): 1130-1133.
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Design calculation on spacing of barrier piles for sheet-pile wharf based on soil-arching effect
ZHANG Ling-ling, LIN Hai
2013, 35(zk2): 1134-1137.
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Analysis method for internal force of pile foundation of complex high-rise buildings
TENG Yan-jing, SHI Jin-long, GONG Jian-fei, WANG Shu-guang
2013, 35(zk2): 1138-1142.
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Design methods for pressured grout prestressed anti-floating anchor
MA Ji, ZHANG Dong-gang, ZHANG Zhen, GU Er-yong
2013, 35(zk2): 1143-1146.
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Simplified formula for frequency of bending vibration of piles in water
DAI Guo-liang, GONG Wei-ming, SHEN Jin-ning
2013, 35(zk2): 1147-1150.
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Numerical simulation and sensitivity analysis for construction of metro station near bridge pile
JIANG An-nan, TA La, LI Peng
2013, 35(zk2): 1151-1154.
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Comparision of calculating methods for stress of soil arching effect of piled embankments
FAN Li-bin, ZHANG Ding-wen, LIU Song-yu
2013, 35(zk2): 1155-1158.
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Meso-scale mechanism analysis of failure modes of gravel cushion
ZHAO Xue-liang, ZHU Xiao-jun, HUO Shao-lei, CHEN Hui
2013, 35(zk2): 1159-1162.
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Characteristics of negative skin resistance and settlements at center of annular pile groups under filling load
LOU Xiao-ming1, 3, LING Bing-sheng2
2013, 35(zk2): 1163-1166.
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Some concepts about vertical compressive bearing capacity of single pile
FU Wen-guang, WU Xu-jun, ZHUO Zhi-fei
2013, 35(zk2): 1167-1171.
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Modeling analysis of modals of high-pile cap foundation of offshore wind turbines
GUO Jian, YANG Min, WANG Wei
2013, 35(zk2): 1172-1175.
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Design of upright-anchored pile retaining wall in a high slope
XUE Li-ying, YANG Wen-sheng
2013, 35(zk2): 1176-1179.
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Large-diameter tubular pile foundation with interaction force-dependent sinkage
ZHANG Zi-liang, ZHANG Yun
2013, 35(zk2): 1180-1183.
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Supporting construction technology of long steel casing, percussion and grabbing and rotary drilling bored pile in silt-rock fill layer
LEI Bin, XIA Hai-lin, YE Kun, YANG Fa-bin, SONG Ming-zhi
2013, 35(zk2): 1184-1187.
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Cast-in-place pile by double dynamic drilling in complex formation
ZOU Zheng-sheng, QIAN Zhong-xiao, KONG Chao, KONG Qing-hua
2013, 35(zk2): 1188-1191.
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Application of rotary drilling occlusive pile in excavation engineering
WANG Zhao-lei, WU Xu-jun, PENG Shuai, DU Fu-zhi, ZHAO Wei, JIANG Xiao-guang
2013, 35(zk2): 1192-1195.
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Application of rotary drilling bored grouting pile in complicated formation of coastal areas (Shenzhen)
ZHAO Wei, WU Xu-jun, WANG Zhao-lei, ZHENG Ping, GAO Yan-lin, GU Lin
2013, 35(zk2): 1196-1199.
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Research and practice of JZGZ pile foundation
ZHANG Ri-hong, WU Lei-lei, KONG Qing-hua
2013, 35(zk2): 1200-1203.
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Instruction and calculation methods of soil displacement screw piles
LIU Zhong, GUO Gang, XING Zhan-dong, WANG Fen
2013, 35(zk2): 1204-1207.
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Deformation characteristics of SMW piles in excavation on soft clay
LOU Chun-hui, XIA Tang-dai, LIU Nian-wu
2013, 35(zk2): 1208-1211.
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Detection method for bottom sediment thickness of bored piles
WANG Chuan-ying, HAN Zeng-qiang, WANG Yu-shan
2013, 35(zk2): 1212-1215.
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Self-balanced method for large-diameter bored piles of Hong Kong-Zhuhai-Macao Bridge
WANG Zhong-wen, LIU Zhi-feng, LUO Yong-chuan
2013, 35(zk2): 1216-1219.
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Tests on tip status of rock-socketed cast-in-place piles in mountainous geology
HUANG Yang, SHI Feng, LIN Qing-yi, ZENG Wen
2013, 35(zk2): 1220-1223.
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Practical research on detecting cracks in pre-stressed pipe piles by wavelet analysis
GUO Yang, NI Huang-Jun, KE Zhai-Bang
2013, 35(zk2): 1224-1227.
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Monitoring of internal force characteristics of uplift piles of excavated foundation pit in soft soils
YE Jun-neng, LIU Gan-bin, JIA Bo
2013, 35(zk2): 1228-1231.
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Distributed detection and bearing mechanism of squeezed branch piles
YANG Jian-ping, PIAO Chun-de
2013, 35(zk2): 1232-1235.
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