[1]穆保岗,施明征,龚维明,等.桩基逆作法在高层建筑中的应用[J].东南大学学报(自然科学版),2000,30(1):95-100.[doi:10.3969/j.issn.1001-0505.2000.01.019]
 Mu Baogang,Shi Mingzheng,Gong Weiming,et al.Application of Pile Foundation Constructed in Reverse Order in Tall Building[J].Journal of Southeast University (Natural Science Edition),2000,30(1):95-100.[doi:10.3969/j.issn.1001-0505.2000.01.019]
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桩基逆作法在高层建筑中的应用()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
30
期数:
2000年第1期
页码:
95-100
栏目:
土木工程
出版日期:
2000-01-20

文章信息/Info

Title:
Application of Pile Foundation Constructed in Reverse Order in Tall Building
作者:
穆保岗 施明征 龚维明 蒋永生
东南大学土木工程学院, 南京 210096
Author(s):
Mu Baogang Shi Mingzheng Gong Weiming Jiang Yongsheng
College of Civil Engineering, Southeast University, Nanjing 210096
关键词:
桩基逆作法 共同作用 沉降
Keywords:
pile foundation constructed in reverse order interaction settlement
分类号:
TU470.3
DOI:
10.3969/j.issn.1001-0505.2000.01.019
摘要:
基于桩土共同作用,对高层建筑桩基逆作法进行了理论分析,提出了桩基逆作法控制沉降的简化设计方法,在实际工程中进行了应用.
Abstract:
On the basis of interaction of piles and soil, the paper presented the theoretical analysis of pile foundations in reverse order in tall building, and proposed the simplified method for design under the control of settlement. The paper also discussed the practical application in project.

参考文献/References:

[1] Makarchian M,Poulous H G.Simplified method for design of underpinning piles.Journal of Geotechnical Engineering,1996,122(9):745~751
[2] 穆保岗.开口钢管桩沉桩能力预测分析研究:[学位论文].南京:东南大学土木学院,1998
[3] Horiskoshi K,Randolph M F.A contribution of optimum design of piled rafts.Geotechnique,1998,48(3):301~307
[4] Clany P,Randolph M F.Simple design tools for piled raft foundation.Geotechnique,1996,46 (2):313~328
[5] 宰金珉,宰金璋.高层建筑基础分析与设计.北京:中国建筑工业出版社,1993.377~378

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备注/Memo

备注/Memo:
第一作者:男, 1974年生, 博士研究生.
更新日期/Last Update: 2000-01-20