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Status quo and perspective of deep foundation technology in China: a summary of the first decade of 21st century
SHI Pei-dong
2011, 33(sup2): 1-14.
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Some problems on settlement calculation of pile group foundation
QIU Ren-dong, LIU Jin-li, GAO Wen-sheng, QIU Ming-bing
2011, 33(sup2): 15-23.
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Values of side and tip resistances of piles in Shanghai area
WANG Wei-dong, WU Jiang-bin, WANG Xiang-jun, ZHAO Chun-feng, WANG Jian-hua
2011, 33(sup2): 24-31.
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Experimental study on size effect of large-diameter bored cast-in-situ piles with post-grouting in soft soil
ZHANG Zhong-miao, HE Jing-yu, FANG Kai
2011, 33(sup2): 32-37.
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Settlement calculation of foundation with long and super-long piles
LIU Jin-li, QIU Ren-dong, GAO Wen-sheng, QIU Ming-bing
2011, 33(sup2): 38-42.
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Working mechanism of reinforced soil-cement mixing wall
KONG De-zhi, FENG Jiao-wei, SONG Yan-xiang
2011, 33(sup2): 43-46.
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Long-term settlement of pile foundation of bridges based on generalized shear displacement method
WANG Dong-dong, SUN Jun
2011, 33(sup2): 47-53.
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Conception of performance-based pile foundation design
ZHANG Ji-chao, YANG Yong-kang, WANG Ke-yi, MA Xu
2011, 33(sup2): 54-57.
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Treatment and analy sis of pile foundation without satisfying requirements of bearing capacity
LIU Jin - bo, ZH ANG Zho ng- nan, S U N M ing, LI Bing
2011, 33(sup2): 58-63.
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Quality evaluation of pile integrity by bidirectional dry jet mixing method based on low-strain integrity tests
XIE Sheng-hua, LIU Song-yu, DU Guang-yin, JI Peng
2011, 33(sup2): 64-68.
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Centrifugal model tests on horizontal bearing behaviors of piles at different loading points
WEN Song-lin, CHAI Hong-tao
2011, 33(sup2): 69-73.
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Numerical modelling of penetrating of jacked piles
BI Qing-tao, XIAO Zhao-ran, DING Shu-yun, JIANG Min-min
2011, 33(sup2): 74-77.
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p–y curve analyses of rigid short piles subjected to lateral cyclic load in soft clay
ZHANG Chen-rong, YU Jian, HUANG Mao-song
2011, 33(sup2): 78-82.
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Size effect of large-diameter belled piles
Z HANG lei, GAO Guang-yun
2011, 33(sup2): 83-87.
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Finite element analysis of single piles with different lengths after grouting
LIU Ying, ZHANG Li-ming, ZHENG Gang
2011, 33(sup2): 88-94.
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Design and analysis of monopile foundation for 3.6 MW offshore wind turbine
WANG Guo-cui, WANG Wei, YANG Min
2011, 33(sup2): 95-100.
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Strain of AM bottom-expanded piles in static loading tests
QIN Wei-min, ZHAO Gang, ZHOU Wei-jiang
2011, 33(sup2): 101-104.
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Application of FBG sensing technology in lateral load tests on precast concrete piles
QIU Song, GU Hao, CAO Jin-jie, WU Feng
2011, 33(sup2): 105-107.
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Experimental study on application of PHC piles in paleo-clay area
GUO Yang, CUI Wei
2011, 33(sup2): 108-115.
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Construction technology of TC piles and its engineering application
FANG Peng-fei, DONG Hong-bo
2011, 33(sup2): 116-119.
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Analytical solution to interaction between passive piles and soils
ZHANG Ai-jun, MO Hai-hong, ZHU Zhen-de, ZHANG Kun-yong
2011, 33(sup2): 120-127.
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Influence of extra-deep pile groups on existing neighboring tunnels
LI Jing-pei, WANG Kun
2011, 33(sup2): 128-134.
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Flexural capacity of large-diameter thin-wall steel and spun concrete composite piles
ZHUO Yang, CAO JIN-jie, QIU Song
2011, 33(sup2): 135-138.
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Static load tests on cap effect of single capped pile and its composite foundation
XU Hong Yue, ZHOU Ming-qi, LOU Xiao-ming
2011, 33(sup2): 139-142.
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Shaking table tests on pile group-soil-structure interaction to seismic loading on liquefied ground
KONG De-sen, LI Chun-jie, LING Xian-zhang, MEN Yan-qing
2011, 33(sup2): 143-149.
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Responses of a single pile to laterally passing shield tunneling
LI Da-yong, SONG Yan-jiang, LI De-sheng
2011, 33(sup2): 150-154.
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Application of dual-purpose piles in topdown construction
YANG Yue
2011, 33(sup2): 155-158.
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Practical research on detecting cracks in pipe piles using stress wave method
GUO Yang, KE Zhai-bang
2011, 33(sup2): 159-162.
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Treatment of air defense underpass by use of artificial cast-in-place piles
YANG Yu-dong, LIU Wen-bing
2011, 33(sup2): 163-165.
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Application of directional circulation drilling and air-lift reverse circulation borehole cleaning
ZHOU Shu-chun, DU Kun-qian, XIE Jun
2011, 33(sup2): 166-168.
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Analysis and treatment of quality accident of pipe piles in soft clay area of Zhuhai
PENG Li-cai, LIN Yi-xi, HUANG Liang-ji
2011, 33(sup2): 169-173.
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Numerical analysis of influence of stiffness of pile tip soil on shaft resistance
XI Ning-zhong, LIU Jin-li, XI Jing-yi
2011, 33(sup2): 174-177.
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Numerical simulation of non-conforming deformation feature between pile foundation and canal slope
WEN Song-lin, REN Jia-li
2011, 33(sup2): 178-183.
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Comparison and analysis of estimation methods for depth of neutral point of pile foundation
HU Xin, ZHANG Xi-hong, LIU Hou-jian, LIU Zhi-wei
2011, 33(sup2): 184-187.
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Equivalent conversion method for self-balanced tests
NIE Ru-song, LENG Wu-ming, WEI Wei
2011, 33(sup2): 188-191.
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Calculation method for horizontal resistance coefficient of foundation soil with composite piles
HUANG Xiao-liang, YUE Jian-wei, LI Lian-dong, SUN Xin-sheng
2011, 33(sup2): 192-196.
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Treatment technology and application of bored-cast-in-place piles with defect at extreme depth by means of concrete pumping
WANG Zhong-wen, CHEN Ru-fa
2011, 33(sup2): 197-204.
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Influence of normal and reverse mud circulations on hole diameter of cast-in-situ bored pile s
WANG Qiang, ZHAO Chun-feng, ZHAO Cheng, XUE Jin-xian, LOU Yun
2011, 33(sup2): 205-208.
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Tests on PHC pipe pile joint quality by low-strain reflected wave method
LI Zheng-yin, KE Zhai-bang, LIU Dong-jia, LU Zhi-tang, GUO Yang
2011, 33(sup2): 209-212.
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Key technology of trench construction of super-deep T-shape pile wall for quay in complicated stratum
ZHOU Han-bin
2011, 33(sup2): 213-216.
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Behaviors of rigid piles for reinforcing highway embankments in soft soils
CAO Wei-ping, ZHAO Min
2011, 33(sup2): 217-223.
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Application and advance of vibratory driving techniques using high-frequency hydraulic vibratory hammer
CHEN Fu-quan, WANG Jin-wei, LI Da-yong, QIAO Wei-guo
2011, 33(sup2): 224-231.
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Deformation mechanism of geosynthetic reinforced pile supported embankment under high-speed train loads
LI Xi-bin, WU Jin-yao
2011, 33(sup2): 232-237.
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Pollution of construction waste slurry and prevention measures
FANG Kai, ZHANG Zhong-miao, LIU Xing-wang, LUO Jia-cheng
2011, 33(sup2): 238-241.
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Design of pile foundation of a project in Guizhou Province
YAN Xiao-kun, LI Qian, QIU Ming-bing
2011, 33(sup2): 242-245.
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Calculation and analysis of acting forces on pile top of foundation with piles with different diameters
ZHAO Shao-fei, LI Ke, ZHANG Li-hua
2011, 33(sup2): 246-249.
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Beneficial factor of pit resilience recompression in view of reducing differential settlement of main building and podium
WANG Tao, LIU Jin-Li
2011, 33(sup2): 250-255.
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Design method for anti-slide piles based on FLAC3D
FENG Wen-juan, JU Xiao-dong
2011, 33(sup2): 256-259.
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Reinforcing design and construction technology of large-diameter artificial bored pile segregation accident
SHAO Guang-biao, SUN Jian-ping, JIANG Zong-bao
2011, 33(sup2): 260-264.
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Treatment of foundation based on long-short PHC Piles soil-foundation-superstructure interaction analysis
YIN Ji, WEI Jian-hua
2011, 33(sup2): 265-270.
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Experimental study on flexural and shearing properties of modified concrete pipe piles
ZHANG Zhong-miao, LIU Jun-wei, XIE Zhi-zhuan, ZHANG Ri-hong
2011, 33(sup2): 271-277.
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New testing technology for large-diameter cast-in-situ pile integrity based on temperature measurement of hydration heat of concrete
GAO Fei
2011, 33(sup2): 278-281.
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Response surface reliability analysis of piles based on interval theory
JIANG Chong, ZHAO Ming-hua, ZHOU Ke-ping, WANG Shan-wei
2011, 33(sup2): 282-286.
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Computation of side resistance of jacked pipe piles based on time effect
WANG Jia-tao, ZHANG Ming-yi
2011, 33(sup2): 287-290.
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Lateral capacity of single pile based on prototype tests
XU Feng
2011, 33(sup2): 291-294.
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Bearing capacity and critical plate spacing of piles with expanded branches and plates based on the minimum resistance
FAN Meng-hua
2011, 33(sup2): 295-298.
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Factors for horizontal bearing capacity of large-diameter belled piles
REN Lian-wei, WANG Jun-lin
2011, 33(sup2): 299-303.
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Secant winged case-in-place piles with rectangular case and soil dragline
ZOU Zheng-sheng, KONG Qing-Hua, KONG Hong-bin, FAN Xin-ding, KONG Chao
2011, 33(sup2): 304-307.
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Analytical prediction approach for response of single pile under tension
ZHANG Qian-qing, ZHANG Zhong-miao
2011, 33(sup2): 308-313.
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Numerical simulation of failure mechanism of deep foundation pits in soft soil considering impact of piles
FENG Hu, LIU Guo-bin
2011, 33(sup2): 314-320.
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Spherical cavity expansion-induced soil squeezing effect adjacent to slope
RAO Ping-ping, LI Jing-pei, LIU Ying
2011, 33(sup2): 321-325.
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Balance settlement design of a highrise building considering variable rigidity of pile foundation
ZHANG Qing
2011, 33(sup2): 326-328.
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Design and construction of pile-sinking preventive measures of static pressure piles
MA Zong-yu, ZHANG Dong-ming
2011, 33(sup2): 329-332.
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Static load tests on large-diameter piles for Kayang Bridge
LI Tie, LI Guang-fan, HE Wan-cheng
2011, 33(sup2): 333-338.
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Multi-factor three-dimensional finite element analysis of effects of tunnel construction on adjacent pile foundation
HAN Jin-bao, XIONG Ju-hua, SUN Qing, YANG Min
2011, 33(sup2): 339-344.
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Distributed detection and bearing mechanism of rock-socketed piles
PIAO Chun-de
2011, 33(sup2): 345-348.
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Design methods for bearing capacity of steel pipe piles driven in sand by means of cone penetration tests
YU Feng, YANG Jun
2011, 33(sup2): 349-354.
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Load transfer mechanism and failure characteristics of piles embedded in soft rock
XING Hao-feng, MENG Ming-hui, LUO Yong, YE Guan-bao, HE Wen-yong
2011, 33(sup2): 355-361.
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Immersion tests on PHC piles in collapsible loess
LIU Fei, ZHENG Jian-guo
2011, 33(sup2): 362-366.
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Force analysis of sea embankment with double-row tubular piles
WANG Zhe, XU Si-fa, ZHUANG Ying-chun
2011, 33(sup2): 367-372.
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Accident treatment of large differential settlement between rigid and flexible piles in the same building
ZHANG Qian-qing, ZHANG Zhong-miao, YE Qiang
2011, 33(sup2): 373-378.
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Laboratory model tests on bearing character of single pile under combined load in sand
GU Guo-feng, ZHAO Chun-feng, LI Shang-fei, ZHAO Cheng, XU Jian-ping
2011, 33(sup2): 379-383.
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Application of micro-piles in foundation reinforcement of a coal storage
WEI Huan-wei, LI Yan, SUN Jian-ping, SHAO Guang-biao
2011, 33(sup2): 384-387.
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Load bearing behavior of pile tip post-grouting super-long large-diameter bored piles in cohesionless soil
CHU Cheng-fu, LI Xiao-chun, LU Li-hao, XI Pei-sheng
2011, 33(sup2): 388-391.
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Analytical solution for longitudinal dynamic complex impedance of tapered pile
CAI Yan-yan, YU Jin, ZHENG Chun-ting, QI Zhi-bo, SONG Bo-xue
2011, 33(sup2): 392-398.
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Numerical analysis for effects of lateral soil movement on adjacent piles
LIANG Fa-yun, LI Yan-chu
2011, 33(sup2): 399-403.
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Selection of pile foundations in karst areas
ZHENG Wei-guo, XIE Yu-cai, XUE Xu-biao
2011, 33(sup2): 404-407.
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Numerical simulation of model tests on inclined retaining piles in foundation pit
KONG De-sen, ZHANG Qiu-hua, SHI Ming-chen
2011, 33(sup2): 408-411.
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FEM analysis of bearing behavior of large-diameter socketed piles
HUANG Sheng-gen, ZHANG Xiao-wei, LIU Wei-bo
2011, 33(sup2): 412-416.
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Design and analysis of pile foundation of a mansion in Hangzhou
GENG Cui-zhen
2011, 33(sup2): 417-421.
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Principle and application of instrumented pile test
HU Shi-xiong, LI Wen-ping, WANG Wen-long
2011, 33(sup2): 422-427.
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Pull-out tests on belled piles
SUN Yang-bo, ZHU Guang-yu, YUAN Ju-yun
2011, 33(sup2): 428-432.
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Stability analysis of foundation pit of underground parking lot of Qingmingshangheyuan
WANG Li-bin, KONG De-zhi
2011, 33(sup2): 433-436.
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Study and application of side-grouting uplift piles
WANG Wei-dong, WU Jiang-bin, WANG Xiang-jun, HUANG Mao-song
2011, 33(sup2): 437-445.
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Design of prestressed concrete pile foundation in Shanghai
ZHOU Fang, LIU Yin, JING Hui, TANG Xiao-jun
2011, 33(sup2): 446-449.
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Technology of Chinese ancient foundation
YANG Guo-zhong, YAN Chao
2011, 33(sup2): 450-453.
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Experimental study on influence of pile-tip soil on friction resistance
TANG Jun-wei, ZHAO Chun-feng, ZHAO Cheng, LIU Kun, LIAO Qian-xu
2011, 33(sup2): 454-459.
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Finite element anlysis of cushion in CFG pile composite foundation
ZHANG Jian-wei, YUAN Hua, KONG De-zhi
2011, 33(sup2): 460-463.
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Comparative analysis of static uplift pile load tests under different loading conditions
DIAO Yu, ZHENG Gang, XU Jie, OUYANG Hui-min, XU Yan
2011, 33(sup2): 464-470.
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Comparison of load test results between self-balanced method and static pressure method
ZHANG Guang-bin, JI Tong-geng, LI Zhi-bin
2011, 33(sup2): 471-474.
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Numerical simulation of composite ground of expressway reinforced by stone columns
JIANG Min-min, XIAO Zhao-ran, CAI Zheng-yin
2011, 33(sup2): 475-479.
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Loading tests on composite foundation with compacted cement-soil piles and numerical simulation
SI Hai-bao, XIAO Zhao-ran
2011, 33(sup2): 480-484.
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Seismic response of rigid pile composite foundation based on time history analysis method
BAO Peng, SU Cai-li, ZHANG Li-wei
2011, 33(sup2): 485-489.
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Durability problems of prestressed concrete pipe pile
ZHANG Ji-chao, TANG Meng-xiong, MA Xu, WANG Ke-yi, YANG Yong-kang
2011, 33(sup2): 490-493.
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Influence of Poisson’s effect on uplift coefficient considering tip resistance
ZHANG Zhong-miao, LIU Nian-wu, FANG Kai
2011, 33(sup2): 494-497.
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Time effect analysis of bearing capacity of belled short pile
ZHAO Nan
2011, 33(sup2): 498-501.
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Vertical bearing capacity of super-long bored piles in soft soil area
XU Xian-kun, SHUI Wei-hou, CHEN Guo-dong
2011, 33(sup2): 502-507.
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Reliability analysis of bearing capacity for piles based on random weighting method
TAN Zhi-cheng, SIMA Yu-zhou
2011, 33(sup2): 508-512.
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