THE CHARACTERISTICS OF LOAD TRANSFER OF DX PILES

Shen Baohan

doi:10.13204/j.gyjz200805002

Volume 38 Issue 5

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(5): 5-12

Shen Baohan. THE CHARACTERISTICS OF LOAD TRANSFER OF DX PILES[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 5-12. doi: 10.13204/j.gyjz200805002

Citation:

Shen Baohan. THE CHARACTERISTICS OF LOAD TRANSFER OF DX PILES[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 5-12. doi: 10.13204/j.gyjz200805002

Shen Baohan. THE CHARACTERISTICS OF LOAD TRANSFER OF DX PILES[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 5-12. doi: 10.13204/j.gyjz200805002

Citation:

Shen Baohan. THE CHARACTERISTICS OF LOAD TRANSFER OF DX PILES[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 5-12. doi: 10.13204/j.gyjz200805002

PDF( 0 KB)

THE CHARACTERISTICS OF LOAD TRANSFER OF DX PILES

doi: 10.13204/j.gyjz200805002

Shen Baohan

1.
Beijing Building Construction Research Institute Beijing 100039

Received Date: 2008-01-20
Publish Date: 2008-05-20

Abstract

Abstract

It is described that the distinguishing features of load transfer of DX piles. It is also compared that the different characteristics of load transfer among bored piles, under-reamed bored piles, mult-i under-reamed bored piles and DX piles.
- DX pile,
- load transfer,
- bored piles,
- under-reamed bored piles,
- multi-under-reamed bored piles

FullText(HTML)

References(19)

References

[2] 沈保汉. 桩基与深基坑支护技术进展. 北京: 知识产权出版社,2006

沈保汉. 荷载传递实例及荷载传递与位移的关系. 工业建筑,1991, 21(3) : 47-52

[3] Subhash Chandra, Khepar S D. Double Under-Reamed Piles for Foundat ions in Black Cotton Soil. Indian Concrete Journal, 1964(2) :50-52

[4] Mohan D,Murthy V N S, Jain G S. Design and Construction of Multi-Under-Reamed PilePPProc. 7th ICSMFE 2.Mexico: 1969: 183-186

[5] Indian Standard Inst itution. IS: 2911-1964Code of Practice for Design and Construct ion of Pile Foundations Part ?. Load Bearing Concrete Piles,Amendment. 1970

[6] Indian Standard Inst itution. IS: 2911 (Part Ⅲ). Code of Pract ice for Design and Construction of Under-Reamed Piles. 1973

[7] 沈保汉. 多节扩孔灌注桩垂直承载力的评价PP第三届土力学及基础工程学术会议论文集. 北京: 中国建筑工业出版社, 1981:354-362

[8] 沈保汉, 贺德新, 孙君平, 等. 影响DX 挤扩灌注桩竖向抗压承载力的因素. 工业建筑, 2008, 38(5) : 32-38

[9] 水利水电科学研究院抗震所. 多分支承力盘成型装置支、盘成型压密效果试验报告. 北京: 水利水电科学研究院, 1994

[10] 沈保汉, 孙君平, 王衍. DX 挤扩灌注桩竖向抗压承载力的计算. 工业建筑, 2008, 38(5) : 18-22

[11] 深保汉. 钻孔扩底灌注桩垂直承载能力的评价. 建筑技术开发,1986(6) : 13-36

[12] 常冬冬. DX 桩承载力机理介限元分析: [ 硕士学位论文]. 北京:清华大学, 2001

[13] 沈保汉. 静载试验确定单桩承载力综述. 建筑技术科研情报,1978(5) : 53-76

[14] 沈保汉. 桩的极限荷载的确定. 工业建筑, 1990, 20(11) : 47-53

[15] 沈保汉. 评价桩垂直承载能力的s-lgP 法的应用与发展. 建筑技术科研情报, 1982(3) : 24-36

[16] 北京市桩基研究小组. 202 工程钻孔灌注桩试验研究. 建筑技术科研情报, 1978(5) : 7-27

[17] 陈轮, 王海燕, 沈保汉, 等. DX 桩承载力及荷载传递特点的现场试验研究. 工业建筑, 2004, 34(3) : 5-8