地震作用下返包式加筋土挡墙数值模拟

doi:10.13278/j.cnki.jjuese.20200313

吉林大学学报(地球科学版) ›› 2021, Vol. 51 ›› Issue (5): 1416-1426.doi: 10.13278/j.cnki.jjuese.20200313

地震作用下返包式加筋土挡墙数值模拟

蔡晓光^1,2,3, 徐洪路¹, 李思汉⁴, 张少秋¹

1. 防灾科技学院地质工程学院, 河北三河 065201;
2. 河北省地震灾害防御与风险评价重点实验室, 河北三河 065201;
3. 中国地震局建筑物破坏机理与防御重点实验室, 河北三河 065201;
4. 中国地震局工程力学研究所/中国地震局地震工程与工程振动重点实验室, 哈尔滨 150080

收稿日期:2020-12-20 出版日期:2021-09-26 发布日期:2021-09-29
通讯作者: 徐洪路(1996-),男,硕士研究生,主要从事岩土工程抗震研究,E-mail:xuhonglu@163.com E-mail:xuhonglu@163.com
作者简介:蔡晓光(1979-),男,教授,硕士生导师,主要从事岩土工程抗震研究,E-mail:caixiaoguang123@163.com
基金资助:
国家自然科学基金项目（51778144）；河北省在读研究生创新能力培养资助项目（CXZZSS2020150）；地震科技星火计划项目（XH204402）

Numerical Simulation of Reinforced Soil Retaining Wall with Wrapped Face Under Seismic Effects

Cai Xiaoguang^1,2,3, Xu Honglu¹, Li Sihan⁴, Zhang Shaoqiu¹

1. College of Geological Engineering, Institute of Disaster Prevention, Sanhe 065201, Hebei, China;
2. Hebei Key Laboratory of Earthquake Disaster Prevention and Risk Assessment, Sanhe 065201, Hebei, China;
3. Key Laboratory of Building Collapse Mechanism and Disaster Prevention, China Earthquake Administration, Sanhe 065201, Hebei, China;
4. Institute of Engineering Mechanics/Key Laboratory of Earthquake Engineering and Engineering Vibration, China Earthquake Administration, Harbin 150080, China

Received:2020-12-20 Online:2021-09-26 Published:2021-09-29
Supported by:
Supported by the National Natural Science Foundation of China (51778144), Hebei Province Postgraduate Students' Innovative Ability Training Grant Program (CXZZSS2020150) and the Earthquake Science and Technology Starfire Project (XH204402)

摘要/Abstract

摘要： 返包式加筋土挡墙是一种柔性面板挡墙，因其良好的地基适应性及地震安全性广泛应用于交通、市政和水利等诸多领域中。本文使用FLAC^3D数值模拟程序对返包式加筋土挡墙墙面坡度、土工袋填料及筋材强度进行了抗震性能研究。研究结果表明：当墙面坡度<1∶0.30时，墙后侧向土压力分布均匀且数值较小，近似于一条竖向直线；当墙面坡度≥1∶0.30时，墙后侧向土压力分布规律一致且符合朗肯土压力理论。因此，当墙面坡度<1∶0.30时，加筋土结构应按加筋土边坡进行设计；当墙面坡度≥1∶0.30时，加筋土结构应按加筋土挡墙进行设计。土工袋填料种类对返包式加筋土挡墙地震动力响应几乎没有影响，在抗震设计时可不考虑其对挡墙的影响。筋材强度越高，返包式加筋土挡墙抗震性能越好，但筋材强度与挡墙的抗震性能不成正比例，由于加筋土结构的"加筋作用饱和"现象，大幅度提升筋材强度并不会使挡墙的抗震性能得到大幅度提升；因此，工程中在保证筋材强度达标的前提下需注意经济性。

关键词: 返包式加筋土挡墙, 数值模拟, 抗震性能, 墙面坡度, 填料类型, 筋材强度

Abstract: Reinforced soil retaining wall with wrapped face is a kind of flexible panel retaining wall, which is widely used in many fields such as transportation, municipal, and water conservancy because of its good foundation adaptability and seismic safety. In this paper, the seismic performance of the reinforced soil retaining wall with wrapped face is investigated by using FLAC^3D numerical simulation program to study the slope of the wall, geotechnical bag filler, and reinforcement strength. The results show that when the slope of the wall is less than 1:0.30, the distribution of soil pressure behind the wall is uniform and small, approximately vertical straight line; When the slope of the wall is greater than or equal to 1:0.30, the distribution of soil pressure behind the wall is consistent and in accordance with Rankine earth pressure theory. Therefore, when the wall slope is less than 1:0.30, the structure should be designed according to the reinforced soil slope; When the wall slope is greater than or equal to 1:0.30, the reinforced soil structure should be designed according to the reinforced soil retaining wall. The type of geotechnical bag filler has almost no effect on the seismic dynamic response of the reinforced soil retaining wall with wrapped face, so its effect on the retaining wall can be disregarded in the seismic design. The higher the strength of reinforcement, the better the seismic performance of the reinforced soil retaining wall, however the strength of reinforcement is not proportional to the seismic performance of the retaining wall, so, to greatly increase the strength of reinforcement will not greatly improve the seismic performance of the retaining wall due to the phenomenon of "saturation of reinforcement effect" of reinforced soil structure; Therefore, it is necessary to pay attention to the economical efficiency of the project under the premise that the strength of reinforcement meets the standard.

Key words: reinforced soil retaining wall with wrapped face, numerical simulation, seismic performance, wall slope, geobag filler, strength of geogrid

中图分类号:

蔡晓光, 徐洪路, 李思汉, 张少秋. 地震作用下返包式加筋土挡墙数值模拟[J]. 吉林大学学报(地球科学版), 2021, 51(5): 1416-1426.

Cai Xiaoguang, Xu Honglu, Li Sihan, Zhang Shaoqiu. Numerical Simulation of Reinforced Soil Retaining Wall with Wrapped Face Under Seismic Effects[J]. Journal of Jilin University(Earth Science Edition), 2021, 51(5): 1416-1426.

参考文献

[1] Tatsuoka F, Tateyama M, Koseki J, et al.Geosynthetic-Reinforced Soil Structures for Railways:Twenty Five Year Experiences in Japan[J]. Geotechnical Engineering, 2014, 45(1):1-16.
[2] Huang C C, Chou L H, Tatsuoka F. Seismic Displacement of Geosynthetic Reinforced Soil Modular Block Walls[J]. Geosynthetics International, 2003, 10(1):2-23.
[3] Sandri D. A Performance Summary of Reinforced Soil Structures in the Greater Los Angeles Area After the Northridge Earthquake[J]. Geotextiles and Geomembranes, 1997, 15(4/5/6):235-253.
[4] 杨广庆. 土工合成材料加筋土结构应用技术指南[M]. 北京:人民交通出版社, 2016. Yang Guangqing. Technical Guidelines for the Application of Geosynthetic Reinforced Earth Structures[M]. Beijing:People's Communications Press, 2016.
[5] 杨圣春. 包裹式加筋土挡墙关键参数研究[D]. 成都:西南交通大学, 2009. Yang Shengchun. Research on Key Parameters of Wrapped Reinforced Earth Retaining Wall[D]. Chengdu:Southwest Jiaotong University, 2009.
[6] Sakaguchi M, Muramatsu M, Nagura K. A Discussion on Reinforced Embankment Structures Having High Earthquake Resistance[C]//Proceedings of the International Symposium on Earth Reinforcement Practice. Kyushu:International Symposium on Earth Reinforcement Association, 1992:287-292.
[7] 崔俊杰, 韩会勋. 包裹式加筋土挡土墙稳定性分析探讨[C]//第三届加筋土工程学术研讨会论文集. 重庆:中国土工合成材料工程协会, 1990:18-23. Cui Junjie, Han Huixun. Discussion on Stability Analysis of Wrapped Reinforced Earth Retaining Wall[C]//Proceedings of the 3rd Symposium on Reinforced Soil Engineering. Chongqing:China Technical Association on Geosynthetics, 1990:18-23.
[8] Krishna A M, Latha G M. Modeling the Dynamic Response of Wrap-Faced Reinforced Soil Retaining Walls[J]. International Journal of Geomechanics, 2012, 12(4):439-450.
[9] 朱宏伟, 姚令侃, 刘兆生, 等. 地震作用下柔性挡墙变形特征分析[J]. 岩石力学与工程学报, 2012, 31(增刊1):2829-2838. Zhu Hongwei, Yao Lingkan, Liu Zhaosheng, et al. Analysis of Deformation Characteristics of Flexible Retaining Wall Under Earthquake[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(Sup.1):2829-2838.
[10] Bhattacharjee A, Murali K A. Development of Numerical Model of Wrap-Faced Walls Subjected to Seismic Excitation[J]. Geosynthetics International, 2012, 19(5):354-369.
[11] Liu H, Ling H I. Seismic Responses of Reinforced Soil Retaining Walls and the Strain Softening of Backfill Soils[J]. International Journal of Geomechanics, 2012, 12:351-356.
[12] 李广信. 关于土工合成材料加筋设计的若干问题[J]. 岩土工程学报, 2013, 35(4):605-610. Li Guangxin. Some Problems on Reinforcement Design of Geosynthetics[J]. Journal of Geotechnical Engineering, 2013, 35(4):605-610.
[13] Li C, Espinoza R D. Assessment of Reinforced Embankment Stability over Soft Soils Based on Monitoring Results[J]. Geosynthetics International, 2017, 24(3):264-279.
[14] Ardah A, Abu-Farsakh M, Voyiadjis G. Numerical Evaluation of the Performance of a Geosynthetic Reinforced Soil-Integrated Bridge System (GRS-IBS) Under Different Loading Conditions[J]. Geotextiles and Geomembranes, 2017, 45(6):558-569.
[15] 洪勇, 李子睿, 唐少帅, 等. 平均粒径对砂土剪切特性的影响及细观机理[J]. 吉林大学学报(地球科学版), 2020, 50(6):1814-1822. Hong Yong, Li Zirui, Tang Shaoshuai, et al. Effect of Average Particle Size on Shear Properties of Sand and Its Mesomechanical Analysis[J]. Journal of Jilin University (Earth Science Edition), 2020, 50(6):1814-1822.
[16] 土工合成材料应用技术规范:GB/T 50290-2014[S]. 北京:中国计划出版社, 2014. Technical Specification for Application of Geosynthetics:GB/T 50290-2014[S]. Beijing:China Planning Press, 2014.
[17] 铁路路基设计规范:TB J 447-2016[S]. 北京:国家铁路局, 2016. Code for Design of Railway Subgrade:TB J 447-2016[S]. Beijing:State Railway Administration, 2016.
[18] 水电工程水工建筑物抗震设计规范:NB 35047-2015[S]. 北京:中国电力出版社, 2015. Code for Seismic Design of Hydropower Buildings:NB 35047-2015[S]. Beijing:China Electric Power Engineering Press, 2015.
[19] 公路路基设计规范:ITG D30-2015[S]. 北京:人民交通出版社, 2015. Code for Design of Highway Subgrade:ITG D30-2015[S]. Beijing:People's Communications Press, 2015.
[20] 王博军. 生态袋加筋挡墙工作机理研究[D].天津:河北工业大学, 2014. Wang Bojun. Study on Working Mechanism of Ecological Bag Reinforced Retaining Wall[D]. Tianjin:Hebei University of Technology, 2014.
[21] 刘华北. 水平与竖向地震作用下土工格栅加筋土挡墙动力分析[J]. 岩土工程学报, 2006, 28(5):594-599. Liu Huabei. Dynamic Analysis of Geogrid Reinforced Soil Retaining Wall Under Horizontal and Vertical Earthquake Action[J]. Journal of Geotechnical Engineering, 2006, 28(5):594-599.
[22] 冯复兴. 地震作用下面板对加筋土挡墙稳定性影响研究[J]. 石家庄铁道大学学报(自然科学版), 2014, 27(增刊1):193-195. Feng Fuxing. Research on the Influence of Panel on the Stability of Reinforced Soil Retaining Wall under Earthquake[J]. Journal of Shijiazhuang Railway University (Natural Science Edition), 2014, 27(Sup.1):193-195.
[23] 李思汉. 模块式加筋土挡墙动力反应试验研究及数值分析[D].廊坊:防灾科技学院, 2018. Li Sihan. Test Study and Numerical Analysis of Dynamic Response of Block Reinforced Soil Retaining Wall[D]. Langfang:Institute of Disaster Prevention, 2018.
[24] 路彤. 复合式格宾土工格栅加筋土挡墙动力特性振动台试验分析[D].廊坊:防灾科技学院, 2019. Lu Tong. Shaking Table Test Analysis of Dynamic Characteristics of Composite Gabion and Geogrid Reinforced Soil Retaining Wall[D]. Langfang:Institute of Disaster Prevention, 2019.
[25] Koseki J. Use of Geosynthetics to Improve Seismic Performance of Earth Structures[J]. Geotextiles & Geomembranes, 2012, 34:51-68.
[26] 刘国勇, 邓杰文, 张继平. 基于FLAC3D的返包式砂泥岩加筋挡墙稳定性分析[J]. 路基工程, 2015(2):67-70. Liu Guoyong, Deng Jiewen, Zhang Jiping. Stability Analysis of Sand Shale Reinforced Retaining Wall Based on FLAC3D[J]. Subgrade Engineering, 2015(2):67-70.
[27] Yu Y, Bathurst R J, Allen T M. Numerical Modelling of Two Full-Scale Reinforced Soil Wrapped-Face Walls[J]. Geotextiles & Geomembranes, 2017, 45(4):237-249.
[28] Bhattacharjee A, Krishna A M. Development of Numerical Model of Wrap-Faced Walls Subjected to Seismic Excitation[J]. Geosynthetics International, 2012, 19(5):354-369.
[29] 杨广庆. 加筋挡土墙合理设计方法的探讨[J]. 长江科学院院报, 2014, 31(3):11-18. Yang Guangqing. Discussion on Reasonable Design Method of Reinforced Retaining Wall[J]. Journal of Yangtze River Academy of Sciences, 2014, 31(3):11-18.
[30] 牛笑笛, 杨广庆, 王贺, 等. 不同面板形式加筋土挡墙结构特性现场试验研究[J]. 岩土力学, 2021, 42(1):1-11. Niu Xiaodi, Yang Guangqing, Wang He, et al. Field Test Study on Structural Characteristics of Reinforced Soil Retaining Wall with Different Panel Forms[J]. Geotechnical Mechanics, 2021, 42(1):1-11.

Metrics

Viewed

Full text

Abstract

Cited

Shared

Discussed

地震作用下返包式加筋土挡墙数值模拟

Numerical Simulation of Reinforced Soil Retaining Wall with Wrapped Face Under Seismic Effects

PDF (PC)

摘要/Abstract

引用本文

使用本文

参考文献

相关文章 15

Metrics

本文评价

推荐阅读 10

[1]	夏英杰, 陈华斌, 陈健, 姚明宇, 杨海. 不同施工参数下深层页岩水力压裂数值模拟[J]. 吉林大学学报(地球科学版), 2026, 56(3): 924-936.
[2]	涂君汕, 陈辉, 邓居智, 陈康, 李焱, 余辉. 水库堤坝对高密度电法的影响及校正技术[J]. 吉林大学学报(地球科学版), 2026, 56(3): 1013-1025.
[3]	束龙仓, 位书静, 澈丽木格, 温中琦, 刘波. 西辽河平原生态输水的地下水响应及不确定性量化[J]. 吉林大学学报(地球科学版), 2026, 56(2): 647-660.
[4]	黄兴国, 翁央央, 韩丽. 基于广义递归卷积的孔隙黏弹地震波正演模拟[J]. 吉林大学学报(地球科学版), 2026, 56(1): 377-385.
[5]	周柳湘, 余思琴, 陈俊华, 刘城, 陈义, 张鑫鑫, . 潜孔锤与冲击钻机联合钻进工艺成孔碎岩过程数值模拟[J]. 吉林大学学报(地球科学版), 2025, 55(5): 1608-1618.
[6]	苑成旺, 张敏, 张少龙, 秦磊, 郭海洋, 墨海滢, 信旸. 长春地铁基坑支护结构变形与地表沉降特征[J]. 吉林大学学报(地球科学版), 2025, 55(3): 879-892.
[7]	于子望, 卢帅屹, 白林, 郑天琪. CO2地质封存岩石力学问题研究进展[J]. 吉林大学学报(地球科学版), 2025, 55(3): 930-942.
[8]	程瑶, 陆丹丹, 赵龙飞. 微波加热油页岩储层的热响应 [J]. 吉林大学学报(地球科学版), 2025, 55(2): 387-400.
[9]	刁国君, 何昕. 地铁明挖车站下穿越既有建筑物的局部暗扩挖施工关键技术 [J]. 吉林大学学报(地球科学版), 2025, 55(2): 536-549.
[10]	蔺学旻, 肖红琳. 缝洞型储层声波远探测测井响应模拟及应用——以塔河油田碳酸盐岩缝洞型储层为例[J]. 吉林大学学报(地球科学版), 2025, 55(1): 312-327.
[11]	魏虹羽, 李世超, 王伟安. 地球动力学数值模拟算法的应用现状与展望[J]. 吉林大学学报(地球科学版), 2025, 55(1): 98-124.
[12]	吴泽坤, 何来胜, 白晓宇, 麻栋栋, 牛永昌, 赵广, 桑松魁, 闫楠, 张明义. 层状土中静压桩连续贯入现场试验与数值模拟[J]. 吉林大学学报(地球科学版), 2024, 54(4): 1291-1304.
[13]	庞志超, 肖华, 毛晨飞, 陈国军, 梁琬坤, 高明, 张啸. 准噶尔盆地南缘地区含膏质地层岩性特征及测井识别方法[J]. 吉林大学学报(地球科学版), 2024, 54(4): 1419-1431.
[14]	刘怀湜, 赵雪娇, 刘雨新, 房庭瑞, 张静, 嵇艳鞠. 基于改进粒子群优化的超顺磁效应多参数提取[J]. 吉林大学学报(地球科学版), 2024, 54(3): 993-1002.
[15]	韩长玉, 赵浩汀. 路基填筑短期内热棒高导热性影响 [J]. 吉林大学学报(地球科学版), 2024, 54(2): 570-580.