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《Hongshui River》 2014-01
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Detection and Analysis of Bearing Capacity of Cast-in-place Concrete Pile

XIAN Yun-shang;Guangxi Hydropower Research Institute;  
Taking a project in Hepu as example,the paper discusses the methods for detecting and analyzing the bearing capacity of cast-in-place concrete pile,analyzes the influence of construction on the pile bearing capacity, and emphasizes that mud cake is an important factor against the effect of pile side friction.
【CateGory Index】: TU473.16
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【Citations】
Chinese Journal Full-text Database 2 Hits
1 ;桩底沉渣对超长大直径钻孔灌注桩承载力影响的试验研究[J];GEOTICHNICAL INVESTIGATION AND SURVEYING;2000-03
2 Liu Junlong;Influential Factors on Vertical Bearing Capacity of Large Diameter Cast-in-place Pile and Their Evaluations[J];Geotichnical Investigation and Surveying;2001-02
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 Lu Jia1,2,Huang Anfang3,Zhao Chunfeng1,2,Li Shangfei1,2,Zhang Zhiyong4(1.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Department ofGeotechnical Engineering,Tongji University,Shanghai 200092,China;2.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;3.Guangxi Construction Testing Centre,Nanning 530001,China;4.Shanghai Urban Construction(Group) Corporation,Shanghai 200023,China);Research on Effect of Different Soil layer Character and Drilling Machine on Variation of Diameter of Cavities of Cast-in-place Bored Piles[J];Chinese Journal of Underground Space and Engineering;2010-02
2 Wang Hao,Ma Biao,Gong Weiming;Analysis of Effect Testing of Post Grouting of Pile End in Scree Bearing Stratum[J];Urban Roads Bridges & Flood Control;2009-07
3 Hu Rending;Effect of Settled Material of Pile Bottom on Bearing Capacity of Large Diameter Bored Pile[J];Undergrourd Engineering and Tunmels;2004-03
4 Dong Zhi-gao1,Dong Ping2,Li Jun-cai3,Zhang Zhi-cheng1(1.Nanjing Nanda Geotechnical Engineering Technology Co.Ltd.,Nanjing 210024,China;2.School of Earth Sciences and engineering,Nanjing University,Nanjing 210008,China;3.College of Civil Engineering;Nanjing University of Technology;Nanjing 210009,China);ANALYSIS ON DISTRIBUTION OF SIDE MUD INFLUENCE ON BEARING CAPACITY OF BORED PILE[J];Journal of Geological Hazards and Environment Preservation;2010-04
5 YANG Hui1,CAO Ping1,JIANG Xue-liang1,2,FU Jun3 (1.School of Resource and Safety Engineering,Central South University,Changsha 410083,China;2.School of Civil Engineering,Hunan City University,Yiyang 413000,China;3.Southwest Electric Power Design Institute,Chengdu 610021,China);Tests on Vertical Load Bearing Capacity of Large-Diameter Filling Piles in Soils of Mudstone and Sandstone[J];Journal of Disaster Prevention and Mitigation Engineering;2009-05
6 YU Zhi-hua,LIU Yan-yan,SONG Jian,RONG Xiao-yang,CUI Wen-yan(College of Resources & Civil Engineering,Northeast University,Shenyang,Liaoning 110004,China);Post-grouting Technique for Bored Pile Tip and Its Engineering Application[J];Journal of Water Resources and Architectural Engineering;2011-03
7 Liu Junlong;Influential Factors on Vertical Bearing Capacity of Large Diameter Cast-in-place Pile and Their Evaluations[J];Geotichnical Investigation and Surveying;2001-02
8 Hu Chengbo,Mei Guoxiong,Mei Ling (College of Civil Engineering,Nanjing University of Technology,Nanjing 210009,China);Model test of disposing the pile bottom sediment by preloading[J];Geotechnical Investigation & Surveying;2010-09
9 JIANG Jian-ping1 , ZHANG Yang-song2 , GAO Guang-yun3 (1. College of Ocean Environment and Engineering, Shanghai Maritime University, Shanghai 201306, China; 2. Department of Civil Engineering, Nanjing University of Science and Technology, Nanjing, 210094, China; 3. Department of Geotechnical Engineering, Tongji University, Shanghai, 200092, China);STUDY ON BEARING BEHAVIORS OF PILE TIP RESISTANCE OF SUPER-LENGTH PILES[J];Engineering Mechanics;2010-02
10 HUANG Sheng-gen~(1,3),WANG Hui~2,ZHANG Xiao-wei~2,GONG Wei-ming~1,MU Hong-xun~4 (1.College of Civil Engineering,Southeast University,Jiangsu Nanjing 210096,China; 2.Henan Provincial Communication Planning Surveying and Design Institute,Henan Zhengzhou 450052,China; 3.China University of Geosciences,Hubei Wuhan 430074,China; 4.Henan Road Management Bureau,Henan Zhengzhou 450000,China);Study on the Grouting Effects of Super Long Large Diameter Bridge Piles[J];Journal of Highway and Transportation Research and Development;2004-05
【Secondary Citations】
Chinese Journal Full-text Database 4 Hits
1 ;桩底沉渣对超长大直径钻孔灌注桩承载力影响的试验研究[J];GEOTICHNICAL INVESTIGATION AND SURVEYING;2000-03
2 Liu Junlong et al.(9);Bearing Behaviour of Large Diameter Cast-in-place Pile in Gravel Stratum with High Pressure Grouting at Pile End[J];GEOTICHNICAL INVESTIGATION AND SURVEYING;2000-05
3 Lou Xiaoming et al.;Influence of Hole Wall Shape on Bearing Feature of Bored Pile[J];GEOTICHNICAL INVESTIGATION AND SURVEYING;1998-02
4 Shi Feng et al.(21);Study on Bearing Capacity of Artifical Belled pile[J];GEOTICHNICAL INVESTIGATION AND SURVEYING;1999-02
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