VISCOELASTIC DEFORMATION MECHANISM OF SOIL-PILE INTERACTION SUBJECTED TO HORIZONTAL LOADS

Zhu Yanzhi; heng Nan

doi:10.13204/j.gyjz200906018

Volume 39 Issue 6

Dec. 2014

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Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(6): 74-78

Li Ke, Chen Guoping, Tang Lan. ANALYSIS OF SEISMIC BEHAVIORS OF THE MASONRY-CONCRETE TUBE COMPOSITE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 34-37. doi: 10.13204/j.gyjz201104008

Citation:

Zhu Yanzhi, heng Nan. VISCOELASTIC DEFORMATION MECHANISM OF SOIL-PILE INTERACTION SUBJECTED TO HORIZONTAL LOADS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 74-78. doi: 10.13204/j.gyjz200906018

Li Ke, Chen Guoping, Tang Lan. ANALYSIS OF SEISMIC BEHAVIORS OF THE MASONRY-CONCRETE TUBE COMPOSITE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 34-37. doi: 10.13204/j.gyjz201104008

Citation:

Zhu Yanzhi, heng Nan. VISCOELASTIC DEFORMATION MECHANISM OF SOIL-PILE INTERACTION SUBJECTED TO HORIZONTAL LOADS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 74-78. doi: 10.13204/j.gyjz200906018

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VISCOELASTIC DEFORMATION MECHANISM OF SOIL-PILE INTERACTION SUBJECTED TO HORIZONTAL LOADS

doi: 10.13204/j.gyjz200906018

Zhu Yanzhi¹,
heng Nan²

1.
1. Department of Civil Engineering and Architecture,Zhongyuan University of Technology,Zhengzhou 450007,China;

Received Date: 2008-11-18
Publish Date: 2009-06-20

Abstract

Abstract

The long-term internal force and deformation of pile foundation are directly related to the viscoelasticity of soil,especially in soft clay region.According to the displacement coordinative relationship between vertical pile and soil,the viscoelastic deformation mechanism of soil-pile interaction subjected to horizontal loads is analyzed by the concentrated spring model,taking account of viscoelastic characteristics of soil.The computer program is developed for applying to engineering practice.Selected example was given by making use of the presented method.The proposed method is more perfect in theory and calculation amount is moderate to practical application.The calculation results show that the new theory is feasible and applicable.The solution of this paper is of some significance both to engineering practice and to the theoretical research of pile foundation.
- pile foundation,
- horizontal load distribution,
- viscoelasticity,
- internal force,
- displacement

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References(13)

References

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[2] 赵明华.桥梁桩基计算与分检测[M].北京:人民交通出版社,2000;

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[9] 王成,邓安福.水平荷载作用下桩桩土共同作用全过程分析[J].岩土工程学报,2001,23(4):476-480;

[10] Pan J L.Three Dimensional Analysis of Single Pile Response to LateralSoil Movement[J].Int J NumerAnal Mech Geomech,2002,26(6):747-758;

[11] 陆培炎.横向荷载下土、桩共同作用的简化法[J].广东水利水电科技,1991(1):1-10;

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