Page 42 - 《振动工程学报》2026年第5期
P. 42
1246 振 动 工 程 学 报 第 39 卷
9[S]. Washington,US:American Association of State High- 2024,43(21-22):1272-1290.
way and Transportation Officials,2020. [16] LIU H B. Analyzing the reinforcement loads of geosynthetic-
[5] FHWA. Design and construction of mechanically stabilized reinforced soil walls subject to seismic loading during the
earth walls and reinforced soil slopes-volume I:FHWA-NHI- service life[J]. Journal of Performance of Constructed Facili-
10-024[S]. Washington, US: Department of Transportation ties,2009,23(5):292-302.
Federal Highway Administration,2009. [17] 蔡晓光,李思汉,黄鑫. 水平地震作用下双级加筋土挡墙
[6] NCMA. Design manual for segmental retaining walls: TR 格栅应变及破裂面分析 [J]. 岩土工程学报,2018,40(8):
127B[S]. Virginia,US:National Concrete Masonry Associa- 1528-1534.
tion,2012. CAI Xiaoguang,LI Sihan,HUANG Xin. Geogrid strain and
[7] 中华人民共和国住房和城乡建设部,国家市场监督管理总 failure surface of two-stage reinforced soil retaining wall under
局. 铁路工程抗震设计规范:GB 50111—2006[S]. 北京:中 horizontal seismic loading[J]. Chinese Journal of Geotechnical
国铁道出版社,2009. Engineering,2018,40(8):1528-1534.
Ministry of Housing and Urban-Rural Development of the [18] 李思汉,王学鹏,蔡晓光,等. 地震作用下复合格宾土工
People’s Republic of China,State Administration for Market 格栅加筋土挡墙筋材受力分析 [J]. 铁道科学与工程学报,
Regulation. Code for seismic design of railway engineering: 2024,21(12):5030-5041.
GB 50111—2006[S]. Beijing:China Railway Publishing Ho- LI Sihan,WANG Xuepeng,CAI Xiaoguang,et al. Analy-
use,2009. sis of reinforcement force of reinforced soil retaining wall with
[8] 中华人民共和国交通运输部. 公路工程抗震规范:JTG composite gabion and geogrid under seismic loading[J]. Jour-
B02—2013[S]. 北京:人民交通出版社,2014. nal of Railway Science and Engineering, 2024, 21( 12) :
Ministry of Transport of the People’s Republic of China. Spec- 5030-5041.
ification of seismic design for highway engineering: JTG [19] 卢谅,张均均,马书文,等. 预应力返包式加筋土挡墙的
B02—2013[S]. Beijing:China Communications Press,2014. 动力响应分析 [J]. 岩土工程学报,2020,42(2):344-353.
[9] 国家铁路局. 铁路路基支挡结构设计规范:TB 10025— LU Liang,ZHANG Junjun,MA Shuwen,et al. Dynamic
2019[S]. 北京:中国铁道出版社,2019. response of prestressed wrap-reinforced earth retaining
National Railway Administration of the People’s Republic of walls[J]. Chinese Journal of Geotechnical Engineering,
China. Code for design of retaining structures of railway earth- 2020,42(2):344-353.
works:TB 10025—2019[S]. Beijing:China Railway Publish- [20] 徐超,罗敏敏,任非凡,等. 加筋土柔性桥台复合结构抗
ing House,2019. 震性能的试验研究 [J]. 岩土力学,2020,41(增刊 1):179-
[10] BSI. Code of practice for strengthened/reinforced soils and 186.
other fills:BS 8006-1[S]. London:British Sector Board for XU Chao,LUO Minmin,REN Feifan,et al. Experimental
Building and Civil Engineering,2010. study on seismic behaviour of reinforced soil flexible abut-
[11] 蒋薇,苏谦,张晓曦,等. 地震作用下加筋土边坡滑裂面 ment composite structures[J]. Rock and Soil Mechanics,
的确定方法 [J]. 西南交通大学学报,2015,50(1):156- 2020,41(Sup 1):179-186.
160. [21] 张敏政. 地震模拟实验中相似律应用的若干问题 [J]. 地震工
JIANG Wei,SU Qian,ZHANG Xiaoxi,et al. Determina- 程与工程振动,1997,17(2):52-58.
tion method of slip surface of reinforced soil slope subjected to ZHANG Minzheng. Study on similitude laws for shaking table
seismic load[J]. Journal of Southwest Jiaotong University, tests[J]. Earthquake Engineering and Engineering Dynamics,
2015,50(1):156-160. 1997,17(2):52-58.
[12] 李倩,凌天清,韩林峰,等. 加筋土挡墙地震稳定性破裂 [22] HUANG C C. Settlement of footings at the crest of reinforced
面随机搜索法 [J]. 西南交通大学学报,2021,56(4):801- slopes subjected to toe unloading[J]. Geosynthetics Interna-
808. tional,2016,23(4):247-256.
LI Qian, LING Tianqing, HAN Linfeng, et al. Random [23] RTRI. Manual for the design and construction of RRR geosyn-
search method of fracture surface for[J]. Journal of Southwest thetic-reinforced soil structures[S]. Tokyo: Association of
Jiaotong University,2021,56(4):801-808. RRR Construction System,2021.
[13] NOURI H,FAKHER A,JONES C. Development of Hori- [24] ASTM. Standard test method for determining tensile proper-
zontal Slice Method for seismic stability analysis of reinforced ties of geogrids by the single or multi-rib tensile method1:
slopes and walls[J]. Geotextiles and Geomembranes, 2006, D6637M-15[S]. Pennsylvania:American Society for Testing
24(3):175-187. and Materials,2015.
[14] YAZDANDOUST M, JAMNANI A R, SABERMAHANI [25] YANG G Q, ZHANG B J, LV P, et al. Behaviour of
M. The use of the horizontal slice method to determine the geogrid reinforced soil retaining wall with concrete-rigid
pseudostatic coefficient in two-tiered geogrid and metal strip- facing[J]. Geotextiles and Geomembranes, 2009, 27( 5) :
reinforced soil walls[J]. International Journal of Geomechan- 350-356.
ics,2024,24(4):04024048. [26] YANG G Q,LIU H B,ZHOU Y T,et al. Post-construc-
[15] YÜNKÜL K,GÜRBÜZ A. Force distribution on polymeric tion performance of a two-tiered geogrid reinforced soil wall
geostrip reinforcements in MSE walls under seismic excita- backfilled with soil-rock mixture[J]. Geotextiles and Geomem-
tion[J]. Journal of Reinforced Plastics and Composites, branes,2014,42(2):91-97.

