[an error occurred while processing this directive] ������� 2011, 30(3) 459-462 DOI:     ISSN: 1004-5589 CN: 22-1111/P

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Article by Zhang, X. C. 1
Article by Li, J. W. 2
Article by Long, T. N. 3
Article by Xu, H. 4
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Application of post-grouting CFG pile composite foundation
ZHANG Xiao-Chun-1, LI Jin-Wu-2, LONG Tie-Niu-3, XU Hui-4
1��Rongchuang Real Estate Co��Ltd��Shougang Group��Beijing 100094��China�� 2��China Geo-engineering Corporation��Beijing 100107��China�� 3��Wangcheng Urban Construction Investment ��Development Corporation of Hunan��Wangcheng 410200��Hunan��China�� 4��China Institute of Geotechnical Investigation and Surveying Co.��Ltd��Beijing 100007��China
Abstract:

Combining with the foundation treatment project of one high-rise building��the authors introduce the beating capacity and construction technique of CFG pile composite foundation��and discuss the feasibility of post-grouting technology applied in CFG pile by analyzing consolidation effect and in-situ loading test and low strain detection��The results show that the bearing capacity of foundation is obviously enforced by post-grouting CFG pile�� the vertical bearing capacity of single pile increases and higher than before for one time��The low strain detection wave shows waveform changes little on the pile-soil interface of pile tip��indicating the grouts well spreading��which effectively consolidated the soil��

Keywords: post-grouting��CFG pile composite foundation��loading test  
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