地震作用下多级黄土边坡的抗震设计优化研究

兰州理工大学学报 ›› 2026, Vol. 52 ›› Issue (1): 127-134.

地震作用下多级黄土边坡的抗震设计优化研究

陶晖¹, 叶炜钠^*2, 李京榜², 叶帅华^3,4, 花道轩^3,4, 章瑞环^3,4

1.甘肃建筑职业技术学院建筑工程系, 甘肃兰州 730050;
2.兰州工业学院土木工程学院, 甘肃兰州 730050;
3.兰州理工大学甘肃省土木工程防灾减灾重点实验室, 甘肃兰州 730050;
4.兰州理工大学西部土木工程防灾减灾教育部工程研究中心, 甘肃兰州 730050

收稿日期:2022-05-19 出版日期:2026-02-28 发布日期:2026-03-05
通讯作者: 叶炜钠(1992-),女,河南巩义人,博士,副教授.Email:yewn@lzit.edu.cn
基金资助:
国家自然科学基金(52168050),甘肃省教育厅高校青年博士支持项目(2023QB-052),甘肃省住房和城乡建设厅2023年建设科技项目(JK2023-07)

Study on seismic design optimization of multistage loess slope under earthquake

TAO Hui¹, YE Wei-na², LI Jing-bang², YE Shuai-hua^3,4, HUA Dao-xuan^3,4, ZHANG Rui-huan^3,4

1. Department of Architectural Engineering, Gansu Vocational College of Architecture, Lanzhou 730050, China;
2. College of Civil Engineering, Lanzhou Institute of Technology, Lanzhou 730050, China;
3. Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou University of Technology, Lanzhou 730050, China;
4. Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education, Lanzhou University of Technology, Lanzhou 730050, China

Received:2022-05-19 Online:2026-02-28 Published:2026-03-05

摘要/Abstract

摘要： 主要针对地震作用下多级黄土边坡抗震优化设计开展研究,考虑在有限的放坡空间条件下,以综合坡率始终保持不变的这类多级黄土边坡为研究对象,在利用有限元软件Geo Studio对不同类型的多级黄土边坡进行数值模拟的基础上,分析通过改变平台宽度和边坡级数,从而研究边坡在地震作用下的动力响应及稳定性的规律.结果表明:在综合坡率不变的前提下,每级边坡坡角会随着平台宽度的增大逐渐变大,边坡在地震作用下的加速度、位移响应也会得到相应的增强,其动力稳定性先增加后降低;此外,每级边坡坡角也会随着边坡级数的增多逐渐变大,边坡在地震作用下的加速度、位移响应呈现出先增后减的特点,其地震稳定性同样有着先增后减的趋势.

关键词: 综合坡率, 动力响应, 稳定性, 抗震设计, 平台宽度

Abstract: The seismic optimization design of a multi-level loess slope under earthquake is mainly studied here. Considering practical engineering constraints of limited sloping space, multi-level loess slope with constant overall slope ratios is selected as the research object. Numerical simulations of different multi-level slope configurations are conducted using Geo-Studio finite element software. By varying the width of platform and the grade of slope, the dynamic response and stability of slope under earthquake are studied The results show that under the premise of constant comprehensive slope rate, the slope angle of each grade gradually increases with the increase of platform width. Correspondingly, the acceleration and displacement response of the slope under earthquake becomes more enhanced, and its dynamic stability first increase and then decrease. In addition, the slope angle of each grade of slope increases as the grade number of slope levels increases. The acceleration and displacement responses of the slope under seismic action show the characteristics of first increasing and then decreasing, and its seismic stability follows the same trend of first increasing and then decreasing.

Key words: comprehensive slope rate, dynamic response, stability, seismic design, platform width

中图分类号:

TU444

陶晖, 叶炜钠, 李京榜, 叶帅华, 花道轩, 章瑞环. 地震作用下多级黄土边坡的抗震设计优化研究[J]. 兰州理工大学学报, 2026, 52(1): 127-134.

TAO Hui, YE Wei-na, LI Jing-bang, YE Shuai-hua, HUA Dao-xuan, ZHANG Rui-huan. Study on seismic design optimization of multistage loess slope under earthquake[J]. Journal of Lanzhou University of Technology, 2026, 52(1): 127-134.

参考文献

[1] 章瑞环.地震作用下多级黄土边坡稳定性分析 [D].兰州:兰州理工大学,2021.
[2] WANG L P,ZHANG G.Centrifuge model test study on pile reinforcement behavior of cohesive soil slopes under earthquake conditions [J].Landslides,2014,11(2):213-223.
[3] 郑颖人,叶海林,黄润秋,等.边坡地震稳定性分析探讨 [J].地震工程与工程振动,2010,30(2):173-180.
[4] 刘春玲,祁生文,童立强,等.利用FLAC^3D分析某边坡地震稳定性 [J].岩石力学与工程学报,2004,23(16):2730-2733.
[5] FENG X X,JIANG Q H,ZHANG X B,et al.Shaking table model test on the dynamic response of anti-dip rock slope[J].Geotechnical and Geological Engineering,2019,37(3):1211-1221.
[6] 董建华,董旭光,朱彦鹏.随机地震作用下框架锚杆锚固边坡稳定性可靠度分析 [J].中国公路学报,2017,30(2):41-47.
[7] 陈训龙,龚文惠,钟旭晗,等.水平和竖向地震作用下顺层岩质边坡动力可靠性分析 [J].土木工程学报,2017,50(10):91-98.
[8] HASHASH Y M A,DAHSTI S,ROMERO M I,et al.Evaluation of 1-D seismic site response modeling of sand using centrifuge experiments [J].Soil Dynamics and Earthquake Engineering,2015,78:19-31.
[9] 黄诗渊,刘健,邓增凯,等.水平地震动作用下平台宽度对边坡动力响应及稳定性影响 [J].中国科技论文,2015,10(7):839-845.
[10] 言志信,郭斌,贺香,等.多级边坡平台宽度对边坡地震动力响应及破坏机制的影响 [J].岩土力学,2012,33(S2):352-358.
[11] 朱传彬.深厚软土场地地震响应分析及大型振动台试验研究 [D].成都:西南交通大学,2014.
[12] 王兰民,蒲小武,吴志坚,等.地震和降雨耦合作用下黄土边坡动力响应的振动台试验研究 [J].岩土工程学报,2018,40(7):1287-1293.
[13] 叶帅华,赵壮福,朱彦鹏.框架锚杆支护黄土边坡大型振动台模型试验研究 [J].岩土力学,2019,40(11):4240-4248.

[1]	吴长, 王化鑫, 张丹, 杨佑佩, 张悦瀚. 冲击荷载下球壳顶点动力响应及凹陷半径研究[J]. 兰州理工大学学报, 2026, 52(1): 135-141.
[2]	张靖华, 陈争. 石墨烯片增强功能梯度介电梁的非线性动力响应[J]. 兰州理工大学学报, 2026, 52(1): 164-172.
[3]	袁海龙, 樊雨, 王玮明. 一类具有饱和发生率的时滞SIS模型动力学分析[J]. 兰州理工大学学报, 2025, 51(6): 157-166.
[4]	何宁, 张德龙, 张庆华. 区间参数鼓式制动器制动稳定性分析[J]. 兰州理工大学学报, 2024, 50(4): 50-54.
[5]	赵一行, 詹刚毅, 李敏, 梁新欢, 陈昭阳, 石钰锋. 某超深圆形基坑围护结构优化分析[J]. 兰州理工大学学报, 2024, 50(4): 129-134.
[6]	张晓英, 史冬雪, 张琎, 张鑫. 基于KPCA特征量降维的风电并网系统暂态电压稳定性评估[J]. 兰州理工大学学报, 2024, 50(2): 96-103.
[7]	叶帅华, 冯文刚, 李京榜, 陶晖. 框架锚杆支护结构动力模型建立及响应分析[J]. 兰州理工大学学报, 2024, 50(1): 116-122.
[8]	高伟, 余伟, 邓召文, 易强. 基于主动转向和空气动力学协调控制的车辆稳定性研究[J]. 兰州理工大学学报, 2023, 49(5): 59-66.
[9]	邓友生, 彭程谱, 李令涛, 刘俊聪, 姚志刚. 单桩压浆对土体抗震性能影响[J]. 兰州理工大学学报, 2023, 49(5): 120-126.
[10]	姚方正, 刘伯成, 慈伟, 杨尚川, 李睿. 考虑土体空间变异性的可液化土层圆形隧道地震响应分析[J]. 兰州理工大学学报, 2023, 49(4): 117-121.
[11]	郭飞燕, 郭改慧. 一类时滞自催化可逆生化反应模型的Hopf分支及其稳定性[J]. 兰州理工大学学报, 2023, 49(3): 147-152.
[12]	亢跃男, 郭文丹, 聂麟飞. 具有环境传播和生理年龄结构的霍乱模型研究[J]. 兰州理工大学学报, 2023, 49(2): 157-164.
[13]	王秀丽, 程荣荣, 朱中城, 梁海. 内置H型钢泥石流拦挡坝抗块石冲击性能研究[J]. 兰州理工大学学报, 2022, 48(5): 114-119.
[14]	王江平, 席红兵, 李柏生, 杨晓宇. 降雨渗流场分布下边坡稳定性影响因素的探究与分析[J]. 兰州理工大学学报, 2022, 48(5): 142-147.
[15]	袁中夏, 李德鹏, 叶帅华. 地震和降雨条件下黄土高填方边坡稳定性分析[J]. 兰州理工大学学报, 2022, 48(4): 119-125.