STUDY ON THE CHARACTERISTICS OF DIFFERENTIAL SETTLEMENT IN INTEGRAL RAFT CONNECTION BETWEEN MAIN BUILDING WITH PODIUMS

Liu Penghui

doi:10.13204/j.gyjz201211019

Volume 42 Issue 11

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(11): 87-91

Zheng Yun, Yue Qingrui, Chen Xuan, Li Zhongyu. FATIGUE TEST RESEARCH ON CFRP STRENGTHENED STEEL BEAM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 148-152. doi: 10.13204/j.gyjz201305031

Citation:

Liu Penghui. STUDY ON THE CHARACTERISTICS OF DIFFERENTIAL SETTLEMENT IN INTEGRAL RAFT CONNECTION BETWEEN MAIN BUILDING WITH PODIUMS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 87-91. doi: 10.13204/j.gyjz201211019

Zheng Yun, Yue Qingrui, Chen Xuan, Li Zhongyu. FATIGUE TEST RESEARCH ON CFRP STRENGTHENED STEEL BEAM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 148-152. doi: 10.13204/j.gyjz201305031

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STUDY ON THE CHARACTERISTICS OF DIFFERENTIAL SETTLEMENT IN INTEGRAL RAFT CONNECTION BETWEEN MAIN BUILDING WITH PODIUMS

doi: 10.13204/j.gyjz201211019

Liu Penghui

1.
Institute of Soil and Foundation,China Academy of Building Research,Beijing 100013,China

Rev Recd Date: 2012-06-18
Publish Date: 2012-11-20

Abstract

Abstract

The model of the interaction of tall building-thick raft foundation-soil was set up according to the typical ground soils of Beijing and general structure．The differential settlement and inclination of different positions between main building and podiums was analyzed under different structural style．The results were reference to design an integral raft foundation and control diffrential settlements．
- interaction,
- integral raft foundation,
- differential settlement,
- inclination rate

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References(6)

References

[2] 黄熙龄.高层建筑厚筏反力及变形特征试验研究[J].岩土工程学报，2002，24(2): 131-136.

董建国，赵锡宏.高层建筑地基基础共同作用的理论与实践[M].上海: 同济大学出版社，1997.

[3] 袁勋.高层建筑局部竖向荷载作用下大底盘框架厚筏变形特征及基底反力研究[D].北京: 中国建筑科学研究院，1996.

[4] 邸道怀.高层建筑与裙房基础整体连接设计时基底反力和变形规律研究[J].工业建筑，2002，32(12): 11-12.

[5] 曾攀.有限元分析及应用[M].北京: 清华大学出版社，2004.

[6] 顾晓鲁，钱鸿缙，刘慧珊，等.地基与基础[M].3 版.北京: 中国建筑工业出版社，2003．GB 500072011 建筑地基基础设计规范[S].

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