# [1]刘之春,蒋永生,龚维明.大直径扩底桩承载力的沉降变形控制设计法初探[J].东南大学学报(自然科学版),2001,31(4):49-53.[doi:10.3969/j.issn.1001-0505.2001.04.012] 　Liu Zhichun,Jiang Yongsheng,Gong Weiming.Discussion of the Design Method of Large Diameter Belled Pile’s Bearing Capacity According to Settlement[J].Journal of Southeast University (Natural Science Edition),2001,31(4):49-53.[doi:10.3969/j.issn.1001-0505.2001.04.012] 点击复制 大直径扩底桩承载力的沉降变形控制设计法初探() 分享到： var jiathis_config = { data_track_clickback: true };

31

2001年第4期

49-53

2001-07-20

## 文章信息/Info

Title:
Discussion of the Design Method of Large Diameter Belled Pile’s Bearing Capacity According to Settlement

Author(s):
College of Civil Engineering, Southeast University, Nanjing 210096, China)

Keywords:

TU473
DOI:
10.3969/j.issn.1001-0505.2001.04.012

Abstract:
To overcome the defects of the present method, a new method to determine the bearing capacity of pile according to settlement is presented by discussing the criterion of bearing capacity, and the formulae for calculating the bearing capacity of pile without dead load experiment is derived too. The results obtained by this method fit well with the field test results, and the potential bearing capacity of large diameter belled pile can be utilized fully, so it can be used as a reference in engineering design.

## 参考文献/References:

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