岩土力学2025，Vol.46Issue(5)：1429-1441,13.DOI:10.16285/j.rsm.2024.0924
近场脉冲和非脉冲地震动作用下干砂场地响应的离心振动台模型试验研究
Centrifuge modeling on ground response of dry sand site under near-fault pulsed and non-pulsed ground motions
摘要
Abstract
The effects of near-fault pulsed and non-pulsed ground motions on structural responses differ significantly,yet their impacts on site ground motion parameters remain unclear.Therefore,a centrifuge shaking table model test of a dry sand site under 50g(g represents the acceleration caused by gravity)centrifugal acceleration was designed and conducted.The model site consisted of Fujian standard fine sand with a relative density of 50％.The pulsed acceleration record from Saratoga Aloha Ave station and the non-pulsed record from Capitola station,both within the near-fault range in the east-west direction of the Loma Prieta earthquake,were selected as inputs for the shaking table.An accelerometer vertical array and surface settlement gauge were placed at the center of the site,while horizontal displacement gauges were fixed on the lateral outside of the model box.This setup was used to compare the response differences of the dry sand site under near-fault pulsed and non-pulsed ground motions and to evaluate the correlations between site ground motion parameters and the peak acceleration values of the input ground motion.The model test results show that compared to non-pulsed ground motions,pulsed ground motions significantly reduce the amplification factors of peak acceleration but increase the final surface settlements of the site.For peak horizontal displacement,pulsed ground motions increase the peak displacements in the deep soil layer(＞15 m)but significantly reduce them in the shallow layer(＜5 m).Statistical results reveal high correlations between site seismic response parameters(amplification factors of peak surface acceleration,surface settlement,shallow peak horizontal displacement,Arias intensity)and the input peaks acceleration of ground motion,with all fitting coefficients R2 greater than or equal to 0.97.These results provide a reliable experimental basis for further numerical simulations to study the impact of near-fault pulsed ground motions on site seismic response.关键词
干砂自由场地/地震反应/脉冲地震动/非脉冲地震动/离心振动台模型试验Key words
dry sand free site/seismic response/pulsed ground motion/non-pulsed ground motion/centrifugal shaking table test分类
建筑与水利引用本文复制引用
刘红帅,杨健生,宋东松,孙强强..近场脉冲和非脉冲地震动作用下干砂场地响应的离心振动台模型试验研究[J].岩土力学,2025,46(5):1429-1441,13.基金项目
中国地震局工程力学研究所基本科研业务费专项资助项目(No.2019EEEVL0202) （No.2019EEEVL0202）
河北省自然科学基金项目(No.E2024201045) （No.E2024201045）
河北省高等学校科学技术研究项目(No.ZD2020157).This work was supported by the Scientific Research Fund of Institute of Engineering Mechanics,China Earthquake Administration(2019EEEVL0202),the Natural Science Foundation of Hebei Province(E2024201045)and the Science & Technology Research Project of Higher Education Institutions in Hebei Province(ZD2020157). （No.ZD2020157）
