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一种大直径扩底桩的沉降计算实用方法

高盟, 高广运, 顾宝和, 杨成斌

高盟, 高广运, 顾宝和, 杨成斌. 一种大直径扩底桩的沉降计算实用方法[J]. 岩土工程学报, 2012, 34(8): 1448-1452.
引用本文: 高盟, 高广运, 顾宝和, 杨成斌. 一种大直径扩底桩的沉降计算实用方法[J]. 岩土工程学报, 2012, 34(8): 1448-1452.
GAO Meng, GAO Guang-yun, GU Bao-he, YANG Cheng-bin. Practical method for settlement calculation of large-diameter belled piles[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(8): 1448-1452.
Citation: GAO Meng, GAO Guang-yun, GU Bao-he, YANG Cheng-bin. Practical method for settlement calculation of large-diameter belled piles[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(8): 1448-1452.

一种大直径扩底桩的沉降计算实用方法  English Version

详细信息
    作者简介:

    高 盟(1977– ),男,山东临沂人,博士,讲师,主要从事土动力学、桩基及基坑工程等方面的研究与教学工作。

  • 中图分类号: TU470

Practical method for settlement calculation of large-diameter belled piles

  • 摘要: 根据大直径扩底桩桩端应力的分布特征,利用Mindlin基本解推导了扩底桩桩端沉降计算公式,并给出了沉降影响系数。公式中桩端持力层土体的变形模量用深层平板静力载荷试验测定,但深层载荷试验有时难以实现。为此根据收集的扩底桩工程实测沉降和原型扩底桩静载试验结果,建立了工程中常用的压缩模量与变形模量间的关系,并给出了两者的换算关系。大量的工程实测表明,得出的扩底桩沉降计算公式是实用的。
    Abstract: Based on the stress distribution characteristics of pile tip, a practical method is derived to calculate tip settlement of large-diameter belled piles using the Mindlin fundamental solution. And the settlement coefficient is also given. The deformation modulus of pile tip bearing stratum is determined by deep plate loading test. However, the deep plate loading test is difficult at a certain condition. So, according to a large number of measured settlement data and load test results of large-diameter belled piles, the relationship between the compression modulus and the deformation modulus is obtained. Large numbers of engineering cases indicate that the proposed settlement formula is feasible.
  • [1] 高广运, 孙雨明, 吴世明. 人工挖孔桩竖向承载性状[J]. 工程勘察, 2002, 26(1): 11–13. (GAO Guang-yun, SUN Yu-ming, WU Si-ming. Vertical bearing performance of digged pile[J]. Engineering Survey, 2002, 26(1): 11–13. (in Chinese))
    [2] 王凤池, 王明恕. 大直径扩底桩墩的工作机理和承载力设计[J]. 岩土工程学报, 2002, 24(1): 251–253. (WANG Feng-chi, WANG Ming-shu. Working mechanism and bearing capacity design of the pedestal pier with large diameter[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(2): 251–253. (in Chinese))
    [3] 邓洪亮. 扩底桩深度效应数值解法及其承载力确定方法[J].岩土力学, 2002, 23(1): 97–102. (DENG Hong-liang. Numerical solution of depth effect and determination method of bearing capacity for pile with expanded end[J]. Rock and Soil Mechanics, 2002, 23(1): 97–102. (in Chinese))
    [4] 高广运, 蒋建平, 顾宝和. 同场地扩底桩和直桩的对比研究[J]. 岩石力学与工程学报, 2005, 24(3): 502–506. (GAO Guang-yun, JIANG Jian-ping, GU Bao-he. Comparative study on belled and equal-diameter piles[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(3): 502–506. (in Chinese))
    [5] 黄广龙, 惠 刚, 梅国雄. 钻孔扩底桩原型对比试验研究[J]. 岩石力学与工程学报, 2006, 25(9): 1922–1926. (HUANG Guang-long, HUI Gang, MEI Guo-xiong. Comparative experiment study on pedestal piles[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(9): 1922–1926. (in Chinese))
    [6] 顾宝和. 根据变形确定扩底墩的轴向承载力[C]// 第三届工程勘察学术交流会议. 北京, 1987: 1–5. (GU Bao-he. According to the deformation determine the belled pier's bearing capacity[C]// Proceedings of the 3rd Engineering Academic Exchange Conference. Beijing, 1987: 1–5. (in Chinese))
    [7] 黄 强. 大直径扩底桩承载力及变形计算[J]. 建筑结构学报, 1994, 15(1): 67–77. (HUANG Qiang. Research on designing bearing capacity and evaluation of settlement of man-dug caisson foundation with belled-out pi1ed of big diameters[J]. Journal of Building Structures, 1994, 15(1): 67–77. (In Chinese))
    [8] 高广运. 黄土层中扩底墩基础的沉降计算和实测[J]. 工业建筑, 1995, 25(1): 30–36. (GAO Guang-yun. Calculation and measurement of settlement for belled pier base in loess[J]. Industrial Construction, 1995, 25(1): 30–36. (in Chinese))
    [9] 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, 2001, 31(4): 49–53. (LIU Zhi-chun, JIANG Yong-sheng, GONG Wei-ming. Discussion of the design method of large diameter belled piles bearing capacity according to settlement[J]. Journal of Southeast University, 2001, 31(4): 49–53. (in Chinese))
    [10] JGJ/T 225—2010大直径扩底灌注桩技术规程[S]. 2010. (JGJ/T 225—2010 Technical specification for large diameter belled cast-in-place pile foundation[S]. 2010. (in Chinese))
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出版历程
  • 收稿日期:  2011-07-27
  • 发布日期:  2012-08-19

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