Page 43 - 《振动工程学报》2026年第5期

第 5 期 徐洪路，等：地震作用下不同面板型式加筋土挡墙筋材受力及潜在破裂面分析 1247

[27] 牛笑笛. 整体刚性面板加筋土挡墙工作机理及结构性能研 of geosynthetic reinforced slopes at failure[J]. Journal of
究 [D]. 石家庄：石家庄铁道大学，2022. Geotechnical and Geoenvironmental Engineering， 1998，
NIU Xiaodi. Study on working mechanism and structural 124（8）：670-683.
performance of reinforced soil retaining wall with full-height [39] SABERMAHANI M，GHALANDARZADEH A，FAKHER
rigid facing[D]. Shijiazhuang： Shijiazhuang Tiedao Univer- A. Experimental study on seismic deformation modes of rein-
sity，2022. forced-soil walls[J]. Geotextiles and Geomembranes， 2009，
[28] 刘华北. 横向地震作用下土工合成材料加筋土挡墙筋材拉 27（2）：121-136.
力分析 [J]. 岩土工程学报，2022，44（2）：288-294. [40] 李庆海，王炳锟，蒋楚生，等. 包裹式加筋土挡土墙抗震
LIU Huabei. Reinforcement loads of geosynthetic-reinforced 试验分析 [J]. 铁道工程学报，2012，29（11）：27-33.
soil retaining walls under horizontal earthquake loading[J].
LI Qinghai， WANG Bingkun， JIANG Chusheng， et al.
Chinese Journal of Geotechnical Engineering， 2022， Seismic tests and analysis of warped reinforced earth-retaining
44（2）：288-294.
wall[J]. Journal of Railway Engineering Society， 2012，
[29] LI S H，CAI X G，JING L P，et al. Lateral displacement
29（11）：27-33.
control of modular-block reinforced soil retaining walls under
[41] ZHENG Y W， LI F X， GUO W H， et al. Influence of
horizontal seismic loading[J]. Soil Dynamics and Earthquake
facing conditions on the dynamic response of back-to-back
Engineering，2021，141：106485.
MSE walls[J]. Soil Dynamics and Earthquake Engineering，
[30] BHATTACHARJEE A， KRISHNA A M. Development of
2023，164：107650.
numerical model of wrap-faced walls subjected to seismic
[42] LING H I， LESHCHINSKY D， MOHRI Y， et al. Earth-
excitation[J]. Geosynthetics International， 2012， 19（ 5） ：
quake response of reinforced segmental retaining walls back-
354-369.
filled with substantial percentage of fines[J]. Journal of
[31] HUANG C C. Seismic responses of vertical-faced wrap-
Geotechnical and Geoenvironmental Engineering， 2012，
around reinforced soil walls[J]. Geosynthetics International，
138（8）：934-944.
2019，26（2）：146-163.
[43] KILIC I E， CENGIZ C， EDINCLILER A， et al. Seismic
[32] 王丽艳，孙田，陈苏. 近远场地震中土工格栅加筋土挡墙
behavior of geosynthetic-reinforced retaining walls backfilled
抗震特性的振动台试验研究 [J]. 土木工程学报，2015，
with cohesive soil[J]. Geotextiles and Geomembranes，
48（2）：103-110.
2021，49（5）：1256-1269.
WANG Liyan，SUN Tian，CHEN Su. Large scale shaking
[44] CAPILLERI P P，FERRAIOLO F，MOTTA E，et al. Static
table test on seismic behaviors of geogrid reinforced retaining
and dynamic analysis of two mechanically stabilized earth
walls under near-fault and far-field ground motions[J]. China
Civil Engineering Journal，2015，48（2）：103-110. walls[J]. Geosynthetics International，2019，26（1）：26-41.
[33] 冯加煜. 整体式面板加筋土挡墙动力响应实验及数值分析 [45] CAI X G，LI S H，XU H L，et al. Shaking table study on
[D]. 廊坊：防灾科技学院，2023. the seismic performance of geogrid reinforced soil retaining
walls[J]. Advances in Civil Engineering， 2021， 2021（ 1） ：
FENG Jiayu. Dynamic response experiment and numerical
analysis of integral panel reinforced soil retaining wall[D]. 6668713.
Langfang：Institute of Disaster Prevention，2023. [46] 中华人民共和国交通运输部. 公路路基设计规范：JTG
[34] KUWANO J，MIYATA Y，KOSEKI J. Performance of rein- D30—2015[S]. 北京：人民交通出版社，2015.
forced soil walls during the 2011 Tohoku Earthquake[J]. Ministry of Transport of the People’s Republic of China. Spec-
Geosynthetics International，2014，21（3）：179-196. ifications for design of highway subgrades： JTG
[35] 徐鹏，蒋关鲁，邱俊杰，等. 整体刚性面板加筋土挡墙振 D30—2015[S]. Beijing：China Communications Press，2015.
动台模型试验研究 [J]. 岩土力学，2019，40（3）：998-1004. [47] ASTM. Standard test method for measuring geosynthetic pull-
XU Peng，JIANG Guanlu，QIU Junjie，et al. Shaking table out resistance in soil： ASTM D6706-01[S]. Pennsylvania：
tests on reinforced soil retaining walls with full-height rigid American Society for Testing and Materials，2021.
facing[J]. Rock and Soil Mechanics， 2019， 40（ 3） ： 998- [48] CAI X G， FENG J Y， LI S H， et al. Study on interface
1004. interaction between uniaxial geogrid reinforcement and soil
[36] 陈建峰，柳军修，石振明. 软弱地基刚/柔性组合墙面加筋 based on tensile and pull-out tests[J]. Sustainability， 2022，
土挡墙数值模拟 [J]. 岩石力学与工程学报，2016，35（2）： 14（16）：10386.
422-432. [49] MORACI N， RECALCATI P. Factors affecting the pullout
CHEN Jianfeng， LIU Junxiu， SHI Zhenming. Numerical
behaviour of extruded geogrids embedded in a compacted
simulation of reinforced soil walls with flexible/rigid facings
granular soil[J]. Geotextiles and Geomembranes， 2006，
on yielding foundation[J]. Chinese Journal of Rock Mechanics
24（4）：220-242.
and Engineering，2016，35（2）：422-432.
[37] TATSUOKA F. Geosynthetic-reinforced soil structures： a
第一作者：徐洪路（1996—），男，博士研究生。
cost-effective solution combining two engineering
disciplines[C]//Mexico：Carrillo Lecture. Mexican Society for E-mail：xuhonglu@163.com
Soil Mechanics，2008：1-176. 通信作者：蔡晓光（1979—），男，博士，教授。
[38] ZORNBERG J G，SITAR N，MITCHELL J K. Performance E-mail：caixiaoguang123@163.com