台阶级数对加筋土挡墙地震动力响应影响研究  

Study on the effect of step series on seismic dynamic response of reinforced soil retaining wall

作　　者：梁小勇[1,2] 李智广 张森 靳静 邵明杰[3] LIANG Xiaoyong;LI Zhiguang;ZHANG Sen;JIN Jing;SHAO Mingjie(School of Civil Engineering,Hebei University of Science and Technology,Shijiazhuang,Hebei 050018,China;Innovation Center of Disaster Prevention and Mitigation Technology for Geotechnical and Structural Systems of Hebei Province(Preparation),Shijiazhuang,Hebei 050018,China;Architectural Design and Research Institute,Hebei Construction Engineering Group Company Limited,Shijiazhuang,Hebei 050000,China)

机构地区：[1]河北科技大学建筑工程学院,河北石家庄050018 [2]河北省岩土与结构体系防灾减灾技术创新中心(筹),河北石家庄050018 [3]河北建工集团有限责任公司建筑设计研究院,河北石家庄050000

出　　处：《河北工业科技》2024年第4期255-262,共8页Hebei Journal of Industrial Science and Technology

基　　金：河北省自然科学基金(E2019208159);石家庄铁道大学省部共建交通工程结构力学行为与安全国家重点实验室开放课题(1902);河北科技大学博士科研启动基金(1181482)。

摘　　要：为了优化加筋土挡墙的结构设计,研究了台阶级数对加筋土挡墙抗震性能的影响程度。基于Flac3D软件建立了加筋土挡墙数值模型,探讨了不同地震峰值加速度(peak ground acceleration,PGA)下不同台阶级数加筋土挡墙的侧向位移、竖向沉降、加速度响应和水平土压力的变化规律。结果表明:4 m/s^(2)峰值加速度下,增加台阶级数,侧向位移减小了61.9%,竖向沉降减小了20.5%;PGA放大系数随着台阶级数的增加而增大,其中加筋区PGA放大系数略大于面板处PGA放大系数;1级加筋土挡墙最大水平土压力位于墙脚处,2,3级加筋土挡墙最大水平土压力位于台阶分级处;水平土压力在台阶分级处大于规范计算值。增加台阶级数能够提升加筋土挡墙的抗震性能,可为实际工程中加筋土挡墙的分级设计提供理论参考。In order to optimize the structural design of reinforced earth retaining wall,the influence of step series on the seismic performance of reinforced earth retaining wall was studied.Based on Flac3D software,a numerical model of reinforced earth retaining wall was established,and the lateral displacement,vertical settlement,acceleration response and horizontal earth pressure of reinforced earth retaining walls with different step series under different peak ground acceleration(PGA)were discussed.The results show that under the peak acceleration of 4 m/s^(2),the lateral displacement decreases by 61.9%and the vertical settlement decreases by 20.5%with the increase of step series;The PGA amplification factor increases with the increase of the step number,and the PGA amplification factor in the stiffened area is slightly larger than that at the panel;The horizontal earth pressure of the one-stage retaining wall is maximum at the bottom,and the horizontal earth pressure of the two-stage and three-stage retaining walls reaches the maximum at the grading;The horizontal earth pressure is greater than the calculated value of the specification at the grading.Increasing the number of steps can improve the seismic performance of reinforced soil retaining wall.The research can provide theoretical reference for the classification design of reinforced soil retaining walls in practical engineering.

关 键 词：地基基础工程 加筋土挡墙 台阶级数 数值模拟 抗震性能 

分 类 号：TU476.4[建筑科学—结构工程]