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《Chinese Journal of Underground Space and Engineering》 2013-01
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Study on Depth Effect and Critical Pile Length of Belled Pile

Zhang Lei1,2,Gao Guangyun2(1.Shanghai Shenyuan Geotechnical Co.,Ltd,Shanghai 200092,China;2.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092,China)  
The purpose to study the depth effect of the pile is to get appropriate technical and economic indicators.The belled pile has always been considered as a large diameter pile,but the deformation behavior and failure state of belled piles are similar to and different from those of equal diameter piles,because of their enlarged tip.The method to study the depth effect was suitable for large diameter pile,but not for belled pile.Based on the characteristics of belled pile,the depth effect was studied with considering the influence of pile length to the end resistance.In this paper the influence of pile length on technical and economic indexes of belled pile with the numerical method was analyzed,and a total of 95 large-diameter belled pile tests in area of Hefei city were studied.The statistical results were analyzed,the relationship of the end resistance distribution proportion and the pile length was obtained,and the suggested value of critical design length of belled pile was proposed in the paper.Finally,the suggested value for the length of belled pile will be further verified independently with the results of a group of additional belled pile tests.
【CateGory Index】: TU473.1
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