| Citation: | Fan Cheng, Xiong Kejian, Liu Jie, Liu Huabei. Seismic response analysis of tiered back-to-back mechanically stabilized earth(MSE) walls subjected to different earthquake loadings[J]. Bulletin of Geological Science and Technology, 2023, 42(3): 300-310. doi: 10.19509/j.cnki.dzkq.2022.0097
|
As a newly developed embankment type, back-to-back mechanically stabilized earth(MSE) walls have been increasingly used for the construction of roads and embankments in recent years due to their great earthquake-resistant performance, and a large number of these walls are built in tiered configurations to meet the needs of construction. However, the available literature on the seismic response of tiered back-to-back MSE walls is very limited, and existing design guidelines do not provide a clear earthquake-resistant design approach for these walls. Based on previous analysis, a finite-element procedure was used to simulate the seismic response of two-tiered back-to-back MSE walls under earthquake loading. In this study, the backfill soil was simulated using the hardening soil model with small-strain stiffness (HSS model), and the block-block, and soil-block interactions under earthquake loading were considered. To gain insight into the seismic behavior of reinforced soil structures, 18 ground motion records at class I sites around the world were scaled to a peak acceleration of 0.4
| [1] |
Anon. Design and construction of mechanically stabilized earth walls and reinforced soil slopes: Volume I. FHWA-NHI-10-024[S]. Washington, D.C. : National Highway Institute Federal Highway Administration and U.S. Department of Transportation, 2009.
|
| [2] |
曹建洲, 刘华北, 樊成. 双面加筋路堤的地震动力响应分析[J]. 岩土工程学报, 2019, 41(5): 918-926. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201905019.htm
Cao J Z, Liu H B, Fan C. Seismic response analysis of back-to-back mechanically stabilized earth (MSE) walls[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(5): 918-926(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201905019.htm
|
| [3] |
Güler E, Öztürk T E. Dynamic behaviour of geosynthetic reinforced back to back retaining wall[C]//Anon. Design and Practice of Geosynthetic-Reinforced Soil Structures. [S. l. ]: [s. n. ], 2013: 134-141.
|
| [4] |
Hardianto F S, Truong K M. Seismic deformation of back-to-back mechanically stabilized earth (MSE) walls[C]//Anon. Earth Retention Conference. Bellevue, Washington, USA: [s. n. ], 2010: 704-711.
|
| [5] |
Djabri M, Benmebarek S. Seismic response of back-to-back MSE walls[C/OL]//Anon. Proceedings of the 1st Springer Conference of the Arabian Journal of Geosciences (CAJG-1). Tunisia: [s. n. ], 2018: 327-330.
|
| [6] |
Benmebarek S, Djabri M. FE analysis of back-to-back mechanically stabilized earth walls under cyclic harmonic loading[J]. Indian Geotechnical Journal, 2018, 48(3): 498-509. doi: 10.1007/s40098-017-0269-z
|
| [7] |
Arias A. A measure of earthquake intensity, in seismic design for nuclear power plants[M]. Cambridge, Massachusetts: MIT Press, 1970.
|
| [8] |
Safaee A M, Mahboubi A, Noorzad A. Experimental investigation on the performance of multi-tiered geogrid mechanically stabilized earth (MSE) walls with wrap-around facing subjected to earthquake loading[J]. Geotextiles and Geomembranes, 2020, 49(1): 130-145. http://www.sciencedirect.com/science/article/pii/S0266114420301047
|
| [9] |
Kumari S, Bhattacharjee A. Numerical simulation of tiered reinforced soil retaining wall subjected to dynamic excitations[C]//Anon. Indian Geotechnical Conference IGC. [S. l. ]: [s. n. ], 2018: 739-750.
|
| [10] |
Li H, Cai X G, Jing L P, et al. Reinforcement strain and potential failure surface of geogrid reinforced soil-retaining wall under horizontal seismic loading[J]. Shock and Vibration, 2020(3): 1-17.
|
| [11] |
Li S H, Cai X G, Jing L P, et al. Lateral displacement control of modular-block reinforced soil retaining walls under horizontal seismic loading[J]. Soil Dynamics and Earthquake Engineering, 2020, 141: 106485. http://doc.paperpass.com/foreign/rgArti2020307592476.html
|
| [12] |
蔡晓光, 李思汉, 黄鑫. 双级加筋土挡墙动力特性振动台试验[J]. 中国公路学报, 2018, 31(2): 200-207. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201802022.htm
Cai X G, Li S H, Huang X. Shaking table tests on dynamic characteristics of two-stage reinforced soil-retaining wall[J]. China Journal of Highway and Transport, 2018, 31(2): 200-207(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201802022.htm
|
| [13] |
蔡晓光, 李思汉, 黄鑫. 水平地震作用下双级加筋土挡墙格栅应变及破裂面分析[J]. 岩土工程学报, 2018, 40(8): 1528-1534. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201808023.htm
Cai X G, Li S H, Huang X. Geogrid strain and failure surface of two-stage reinforced soil retaining wall under horizontal seismic loading[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(8): 1528-1534(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201808023.htm
|
| [14] |
Liu H B, Yang G Q, Ling H I. Seismic response of multi-tiered reinforced soil retainingwalls[J]. Soil Dynamics and Earthquake Engineering, 2014, 61/62 (6): 1-12.
|
| [15] |
Liu H B. Comparing the seismic responses of single- and multi-tiered geosynthetic reinforced soil walls[C]//Anon. Geo-frontiers Congress. [S. l. ]: [s. n. ], 2011, 2: 3478-3486.
|
| [16] |
肖成志, 李海谦, 高珊, 等. 循环荷载下台阶式加筋土挡墙力学与变形性能的试验研究[J]. 岩石力学与工程学报, 2021, 40(4): 802-813. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX202104013.htm
Xiao C Z, Li H Q, Gao S, et al. Experimental study on mechanical and deformation performances ofgeogrids reinforced soil retaining walls under cyclic loading[J]. Chinese Journal of Rock Mechanics and Engineering, 2021, 40(4): 802-813(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX202104013.htm
|
| [17] |
雷胜友. 双面加筋土高挡墙的离心模型试验[J]. 岩石力学与工程学报, 2005, 24(3): 417-423. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX20050300B.htm
Lei S Y. Centrifugal modelling of high double-face reinforced earth retaining wall[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(3): 417-423(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX20050300B.htm
|
| [18] |
胡小明, 雷胜友. 双面加筋土高挡墙的离心模型试验研究[J]. 四川大学学报: 工程科学版, 2002, 34(4): 38-41. https://www.cnki.com.cn/Article/CJFDTOTAL-SCLH200204009.htm
Hu X M, Lei S Y. Centrifugal modelling of high double face reinforced earth retaining wall[J]. Journal of Sichuan University: Engineering Science Edition, 2002, 34(4): 38-41(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-SCLH200204009.htm
|
| [19] |
文广超, 苏林雪, 谢洪波, 等. "5·12"汶川地震前后四川省主要地质灾害时空发育规律[J]. 地质科技通报, 2021, 40(4): 143-152. doi: 10.19509/j.cnki.dzkq.2021.0430
Wen G C, Su L X, Xie H B, et al. Spatio-temporal development characteristics of major geohazards in Sichuan Province around "5·12" Wenchuan earthquake[J]. Bulletin of Geological Science and Technology, 2021, 40(4): 143-152(in Chinese with English abstract). doi: 10.19509/j.cnki.dzkq.2021.0430
|
| [20] |
刘军, 龚伟, 黄超, 等. 塔里木盆地顺北5号走滑断裂带北段超深层裂缝储层的地震属性表征方法研究及应用[J]. 地质科技通报, 2022, 41(4): 1-11. doi: 10.19509/j.cnki.dzkq.2022.0112
Liu J, Gong W, Huang C, et al. Seismic attribute characteristics of an ultradeep fractured-reservoir in the northern section of Shunbei No. 5 strike-slip fault zone in Tarim Basin[J]. Bulletin of Geological Science and Technology, 2022, 41(4): 1-11(in Chinese with English abstract). doi: 10.19509/j.cnki.dzkq.2022.0112
|
| [21] |
Ling H I, Mohri Y, Leshchinsky D, et al. Large-scale shaking table tests on modular-block reinforced soil retaining walls[J]. Journal of Geotechnical & Geoenvironmental Engineering, 2005, 131(4): 465-476.
|
| [22] |
Kramer S L. Geotechnical earthquakeengineering[M]. New Jersey: Prentice Hall, 1996.
|
| [23] |
Liu H B, Hung C, Cao J Z. Relationship between Arias intensity and the responses of reinforced soil retaining walls subjected to near-field ground motions[J]. Soil Dynamics and Earthquake Engineering, 2018, 111: 160-168. http://www.onacademic.com/detail/journal_1000040391242310_b5bf.html
|
| [24] |
Fan C, Liu H, Cao J, et al. Responses of reinforced soil retaining walls subjected to horizontal and vertical seismic loadings[J]. Soil Dynamics and Earthquake Engineering, 2019, 129: 105969. http://www.sciencedirect.com/science/article/pii/S026772611930003X
|
| [25] |
马书文. 在不均匀沉降条件下基于索理论的加筋土结构设计方法的研究[D]. 重庆: 重庆交通大学, 2018.
Ma S W. Study on design method of reinforced soil structure based on cable theory under non-uniform settlement condition[D]. Chongqing: Chongqing Jiaotong University, 2018(in Chinese with English abstract).
|
| [26] |
Wei L, He Q, Zhang J, et al. Effect of differential settlement on the safety of reinforced retaining wall[C]//Anon. Progress in Safety Science and Technology. Beijing: Science Press, 2004: 378-384.
|
| [27] |
李广信. 土工合成材料构造物的抗震性能[J]. 世界地震工程, 2010, 26(4): 33-38. https://www.cnki.com.cn/Article/CJFDTOTAL-SJDC201004006.htm
Li G X. Behavior of earth structure with geosynthetics in earthquake[J]. World Earthquake Engineering, 2010, 26(4): 33-38(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-SJDC201004006.htm
|
Copyright © 2010Editorial Department of Bulletin of Geological Science and Technology
Supported by:
Beijing Renhe Information Technology Co., Ltd.
DownLoad:
