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

HUANG Min, DUAN Jingmin, MAO Qingchao, WANG Jiakai. SEISMIC DYNAMIC RESPONSE ANALYSIS OF TWIN TUNNELS WITH DIFFERENT LINING STIFFNESS IN MOUNTAINS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(7): 39-46,63. doi: 10.13204/j.gyjzG21040603

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]	ZONG Zhongling, CEN Hang, MIAO Huiquan, HUANG Delong, TANG Aiping, LIU Qiang. Research Progress on Dynamic Response and Seismic Resistance of Helical Pile Foundations[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(2): 133-143. doi: 10.3724/j.gyjzG23122904
[2]	YANG Dafeng, SUN Song, CHEN Feng, LIN Kangli, SHU Qianjin, CAO Cong. Research on the Influence of Coupling Effect Between Steel Valve Hall Structure and Equipment on the Seismic Response of 800 kV Wall Bushing[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(4): 99-107. doi: 10.3724/j.gyjzG23112115
[3]	YAN Xiaoyu, ZHAO Zhuo, WANG Jin. Research on Near-Fault Seismic Response of Rigid Frame Bridge Based on Shaking Table Test Considering SSI Effect[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 140-146. doi: 10.13204/j.gyjzG21102801
[4]	YU Haiyang, HU Ju, ZHANG Guiyan, HUANG Yujun, ZHU Guofei, CUI Hongzhi, BAO Xiaohua. Research on Seismic Responses of Underground Structures Considering Influence of Contact Surfaces[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(12): 156-165. doi: 10.13204/j.gyjzG21090402
[5]	MIAO Fengyang, HUANG Zhengxuan, XU Jianguo, ZHANG Jinpeng, CAI Yingchun, GENG Yupeng, ZHANG Mutian. Seismic Response Analysis on the Secondary Lining with Voids Repaired with Polymer Grouting of Tunnels Based on Inversion Analysis of Parameters[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(3): 44-52,37. doi: 10.13204/j.gyjzG21111717
[6]	YANG Ke, ZHANG Wenhan, HUANG Yi. INFLUENCE ANALYSIS OF UNDERGROUND PIPE GALLERY ON NONLINEAR SEISMIC RESPONSE OF UPPER STRUCTURE AND RESEARCH ON IMPROVEMENT MEASURES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(10): 211-216,162. doi: 10.13204/j.gyjzg20111403
[7]	ZHOU Junwen, ZHAO Ming. ANALYSIS OF THE DYNAMIC RESPONSES OF LNG STORAGE TANK WITH UPLIFT CONSIDERING VERTICAL EARTHQUAKE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(4): 39-43,38. doi: 10.13204/j.gyjz202004007
[8]	BU Xianghang, CAO Yongxing, LIANG Huangbin, ZHU Jun, WU Chi, LIU Fenglian, XIE Qiang. NUMERICAL SIMULATIONS ON DYNAMIC RESPONSES OF A TRANSMISSION TOWER-CONDUCTOR COUPLING SYSTEM UNDER EARTHQUAKE ACTION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(8): 128-133. doi: 10.13204/j.gyjzG201908200007
[9]	Li Xiongyan, Wang Guoxin, Xue Suduo, Liu Yi, Ye Jihong. ANALYSIS OF DYNAMIC BEHAVIOR OF SUSPEN-DOME STRUCTURE CONSIDERING SOIL-STRUCTURE INTERACTION[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(8): 30-36. doi: 10.13204/j.gyjz201508006
[10]	Zhuang Peng, Xue Suduo, Han Miao. SEISMIC ISOLATION ANALYSIS OF SMA SPRING-FRICTION BEARINGS IN DOUBLE LAYER SPHERICAL LATTICE SHELL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(1): 43-49. doi: 10.13204/j.gyjz201501008
[11]	Liu Yi, Li Xiongyan, Wang Guoxin, Xue Suduo. SIMPLIFIED ANALYSIS METHOD OF A LATTICED SHELL CONSIDERING PILE-SOIL-STRUCTURE INTERACTION[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(1): 36-42. doi: 10.13204/j.gyjz201501007
[12]	Wang Gang Li Zhen Song Tianshu Hou Gangling, . RELIABILITY ANALYSIS METHOD OF LNG RESERVOIR TANK UNDER THE ACTION OF THE EARTHQUAKE[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(10): 74-78. doi: 10.13204/j.gyjz201510014
[13]	He Guofu, Jiang Yanning, Yang Qing, Jin Wei. STRUCTURE DYNAMIC RESPONSE ANALYSIS OF TALL FRAMED TOWEＲ FOR PETRO-CHEMICAL PROJECTS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(5): 70-75. doi: 10.13204/j.gyjz201505016
[14]	Shen Wangxia, Li Zhongcheng. ANALYSIS OF SEISMIC FLOOR RESPONSE SPECTRA OF ELASTOPLASTIC RC STRUCTURES OF EXISTING NUCLEAR POWER STATIONS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(05): 61-64. doi: 10.13204/j.gyjz201405015
[15]	Xu Qingyang, Li Aiqun, Ding Youliang, Shen Shungao, Hu Canyang. STUDY ON VERTICAL SEISMIC RESPONSE PASSIVE CONTROL OF LONG-SPAN MAINTENANCE HANGAR[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 110-116. doi: 10.13204/j.gyjz201311025
[16]	Nie lin, Yang Tao, Zhou Depei, Liu Yongjiang. ESTIMATE OF SLOPE DYNAMICAL STABILITY BASED ON EARTHQUAKE RESPONSE ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 82-86. doi: 10.13204/j.gyjz201211018
[17]	Weng Guangyuan, Wang Sheliang. VERTICAL SEISMIC RESPONSE ANALYSIS OF LONG-SPAN SPHERICAL SHELL STRUCTURE SUBJECT TO INCONSISTENT EXCITATION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(8): 91-95. doi: 10.13204/j.gyjz201108022
[18]	Zhang Zhiying, Wang Hongwei, Duan Xuegang, LüXilin. INFLUENCE OF SOIL AND STRUCTURE DYNAMIC INTERACTION ON BASE SHAKE -ISOLATION STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 54-57. doi: 10.13204/j.gyjz200710015
[19]	Wang Yuan-qing, Tan Cheng-dong, Zhang Yong. ANALYSIS ON SEISMIC RESPONSE OF ARCHED CORRUGATED METAL ROOF[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 78-81. doi: 10.13204/j.gyjz200608024
[20]	Deng Jiming, Jiang Jianqun, Mao Genhai. NONLINEAR RESPONSE AND SEISMIC DESIGN OF STRUCTURES BASED ON ELASTOPLASTIC DYNAMIC ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 1-5,55. doi: 10.13204/j.gyjz200410001