COUPLED HORIZONTAL AND ROCKING VIBRATION OF LARGE-DIAMETER END-BEARING PILE IN LAYERED SOIL

Fan Xianming; Ren Qing; Gao Zhanshi

doi:10.13204/j.gyjz201410020

Volume 44 Issue 10

Jan. 2015

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2014 > 44(10): 96-102

Zhao Liya, Liu Baojian, Wang Shutao. EXPERIMENTAL STUDY ON ROAD ENGINEERING PROPERTY OF COMPACTION PHYLLITE MATERIAL ABANDONING[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 84-87,70. doi: 10.13204/j.gyjz201112019

Citation:

Fan Xianming, Ren Qing, Gao Zhanshi. COUPLED HORIZONTAL AND ROCKING VIBRATION OF LARGE-DIAMETER END-BEARING PILE IN LAYERED SOIL[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(10): 96-102. doi: 10.13204/j.gyjz201410020

Citation:

PDF( 0 KB)

COUPLED HORIZONTAL AND ROCKING VIBRATION OF LARGE-DIAMETER END-BEARING PILE IN LAYERED SOIL

doi: 10.13204/j.gyjz201410020

Publish Date: 2014-10-30

Abstract

Abstract

First，the soil vibration model was established on the basis of considering the influence of tangential vibration on lateral vibration． Then，horizontal impedance of the soil amended was compared with the classical solution to proved that the solution proposed by the paper was corrected． Finally，horizontal impedance，rocking impedance and coupled horizontal and rocking impedance of large-diameter end-bearing pile were obtained by using the matrix transfer method． After detailed discussion of the parameters，it could be concluded that slenderness ratio and pile-soil relative stiffness were the key factors for dynamic impedance of large-diameter end-bearing pile，which showed that presented model could give more reasonable guidance on horizontal and rocking vibration of largediameter end-bearing pile．
- layered soil,
- transfer matrix method,
- coupled vibration,
- dynamic response

FullText(HTML)

References(0)

References

Relative Articles

[1]	LIU Li, ZHANG Qin, YAN Rongtao, ZHAO Yanping, JIANG Dawei. Tensile Characteristics of Fully Weathered Phyllite Soil[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(12): 166-170. doi: 10.13204/j.gyjzG21112405
[2]	ZHAO Xiaowan, XU Yidong, DAI Di, CAO Tianci, LI Yifan, PENG Jie. EXPERIMENTAL STUDY ON PAVEMENT PERFORMANCES OF CEMENT-STABILIZED SOIL REINFORCED WITH SUPER ABSORBENT POLYMERS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(11): 154-158. doi: 10.13204/j.gyjzG20110202
[6]	Wang Feng, Meng Lubo, Li Tianbin. EFFECTS OF JOINT PLANE ON PHYSICAL AND MECHANICAL PROPERTIES OF PHYLLITE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 108-113.
[7]	Wang Shuai, Yang Ming, Zhu Han, Wang Dong, Liu Fei. EXPERIMENT RESEARCH ON CRUSHED CERAMSITE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 111-114,101. doi: 10.13204/j.gyjz201304023
[8]	Wang Zihan, Zhou Jian, Zhao Zhenping, Zhang Jiao. EXPERIMENTAL STUDY ON STRENGTH AND CRUSHING BEHAVIOR OF COARSE-GRAINED SOIL[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 90-93,14. doi: 10.13204/j.gyjz201308019
[9]	Yan Peiyu, Chen Zhicheng. THE AUTOGENOUS SHRINKAGE OF CONCRETES PREPARED WITH THE BINDERS CONTAINING DIFFERENT KINDS OF MINERAL ADMIXTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 124-127. doi: 10.13204/j.gyjz201106026
[10]	Yao Yangping, Huang Guan, Wang Naidong, Liu Hanlong. STRESS-STRAIN CHARACTERISTIC AND THREE-DIMENSIONAL CONSTITUTIVE MODEL OF ROCKFILL CONSIDERING CRUSHING[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 12-17,104. doi: 10.13204/j.gyjz201109003
[11]	Zhang Weijing, Lin Jia, Hu Xiaobin. DESIGN STUDY ON A PROTECTING STRUCTURE FOR A LIMESTONE CRUSHER[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 131-135. doi: 10.13204/j.gyjz200910029
[12]	Wang Naidong, Yao Yangping. MECHANICAL DESCRIPTION FOR GRANULAR MATERIAL EXHIBITING PARTICLE CRUSHING[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 17-20. doi: 10.13204/j.gyjz200808005
[13]	Hou Hao-bo, Zhou Min, Zhang Da-jie, Liang Jing. CHARACTERISTICS OF SOIL STABILIZED BY HAS STABILIZER AND ITS ENGINEERING USE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(7): 32-34. doi: 10.13204/j.gyjz200607007