|本期目录/Table of Contents|

[1]朱锐,周峰,屈伟,等.板式中型桩复合基础抗拔承载力发挥特性数值分析[J].南京工业大学学报(自然科学版),2018,40(02):125-131.[doi:10.3969/j.issn.1671-7627.2018.02.020]
 ZHU Rui,ZHOU Feng,QU Wei,et al.Analysis on uplift bearing capacity factor of medium-sized pile cap foundation[J].Journal of NANJING TECH UNIVERSITY(NATURAL SCIENCE EDITION),2018,40(02):125-131.[doi:10.3969/j.issn.1671-7627.2018.02.020]
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板式中型桩复合基础抗拔承载力发挥特性数值分析
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《南京工业大学学报(自然科学版)》[ISSN:1671-7627/CN:32-1670/N]

卷:
40
期数:
2018年02期
页码:
125-131
栏目:
出版日期:
2018-03-20

文章信息/Info

Title:
Analysis on uplift bearing capacity factor of medium-sized pile cap foundation
文章编号:
1671-7627(2018)02-0125-07
作者:
朱锐1周峰1屈伟2宋著1
1.南京工业大学 交通运输工程学院,江苏 南京 210009; 2.常熟理工学院,江苏 常熟 215500
Author(s):
ZHU Rui1ZHOU Feng1QU Wei2SONG Zhu1
1.College of Transportation Science & Engineering,Nanjing Tech University,Nanjing 210009,China; 2.Changshu Institute of Technology,Changshu 215500,China
关键词:
板式中型桩 抗拔承载力 发挥系数 群桩 有限元分析
Keywords:
medium-sized pile cap foundation uplift bearing capacity pile group finite element analysis
分类号:
TU473.1
DOI:
10.3969/j.issn.1671-7627.2018.02.020
文献标志码:
A
摘要:
通过山西黄土地区现场载荷试验资料反演数值计算参数,在验证数值计算方案合理性的基础上,探讨了桩长、桩径、板基埋深和桩基布置形式等因素对上拔荷载作用下的板式中型桩复合基础承载力发挥的影响。结果表明:桩径、桩长、埋深及布桩数目的增加均可有效地提高复合基础整体承载力,但板基础及单桩承载力的发挥程度并未显著提高; 对于2×2群桩基础,板基础承载力发挥系数可取0.70~0.80,单桩承载力发挥系数可取0.70~0.90; 对于3×3群桩基础,板基础承载力发挥系数可取0.60~0.75; 单桩承载力发挥系数可取0.65~0.76。计算结果可为板式中型桩复合基础在黄土地区工程应用中的承载力确定提供参考依据。
Abstract:
By means of conducting numerical analysis from the load test results of medium-sized pile cap foundation,the rationality of the numerical model and parameters were confirmed by field load test results.Numerical simulation was used to discuss the influences of pile diameter,pile length,buried depth and pile arrangement type on bearing characteristics of medium-sized pile cap foundation under uplift load.The results indicated that pile diameter,pile length,buried depth and pile arrangement type can improve bearing characteristics of composite foundation,but bearing capacity factor of raft and pile cannot significantly increase.For a 2×2 group pile foundation,bearing capacity factor of raft can be 0.70-0.80,bearing capacity factor of a single pile can be 0.70-0.90.For a 3×3 group pile foundation,bearing capacity factor of raft can be 0.60-0.75,bearing capacity factor of a single pile can be 0.65~0.76.The calculation results in this paper can provide reference for predicting bearing capacity of engineering application in medium-sized pile cap foundation.

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备注/Memo

备注/Memo:
收稿日期:2016-09-23
基金项目:国家自然科学基金面上项目(51278244); 国家自然科学基金青年基金(51008159)
作者简介:朱锐(1992—),男,江苏扬州人,硕士,主要研究方向为桩基工程; 周峰(联系人),副教授,E-mail:nutzhoufeng@163.com.
引用本文:朱锐,周峰,屈伟,等.板式中型桩复合基础抗拔承载力发挥特性数值分析[J].南京工业大学学报(自然科学版),2018,40(2):125-131..
更新日期/Last Update: 2018-03-30