Comparative study on seismic performances of vertical waste tire-faced retaining walls (unreinforced/reinforced)

WANG Liyan; JI Wenwei; TAO Yunxiang; TANG Yue; WANG Binghui; LIU Yi; WU Silin

doi:10.11779/CJGE20211400

Volume 45 Issue 2

Turn off MathJax

Article Contents

Abstract

References

Supplements

Chinese Journal of Geotechnical Engineering > 2023 > 45(2): 273-282. > DOI: 10.11779/CJGE20211400

WANG Liyan, JI Wenwei, TAO Yunxiang, TANG Yue, WANG Binghui, LIU Yi, WU Silin. Comparative study on seismic performances of vertical waste tire-faced retaining walls (unreinforced/reinforced)[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(2): 273-282. DOI: 10.11779/CJGE20211400

Citation:

PDF (3803 KB)

Comparative study on seismic performances of vertical waste tire-faced retaining walls (unreinforced/reinforced)

WANG Liyan^{1, 2, 3, 4,},
JI Wenwei^{1, 4},
TAO Yunxiang¹,
TANG Yue¹,
WANG Binghui^{1, 4},
LIU Yi^{1, 4},
WU Silin^{1, 4}

1.
School of Civil Engineering and Architecture, Jiangsu University of Science and Technology, Zhenjiang 212003, China
2.
Hebei Key Laboratory of Earthquake Disaster Prevention and Risk Assessment, Langfang 065201, China
3.
Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210024, China
4.
Jiangsu Province Engineering Research Center of Geoenvironmental Disaster Prevention and Remediation, Zhenjiang 212003, China

More Information

Received Date: November 27, 2021
Available Online: February 23, 2023

Graphical Abstract

Abstract

Abstract

In order to understand the seismic performances of waste tire-faced retaining walls and promote their popularization and application in high-intensity earthquake areas, a comparative experimental study on the seismic performance of vertical waste tire faced retaining walls (without/with reinforcement) is carried out. Based on the same test conditions, two shaking table test models for the vertical waste tire-faced retaining wall and the geogrid-reinforced waste tire-faced retaining wall are established respectively. Considering the effects of near-field Shifang seismic wave and far-field Songpan seismic wave, the wall accelerations, lateral displacements, residual deformations, vertical settlements and dynamic earth pressures acting on the back of the walls are studied under different seismic intensities. The response characteristics of two waste tire-faced retaining walls are compared with those of a traditional cantilever rigid retaining wall, and the overall seismic performances of tire-faced retaining walls are comprehensively evaluated. It is concluded that the seismic performances of the vertical waste tire-faced retaining wall (unreinforced) are weak, while the overall seismic performances of the vertical waste tire-faced retaining wall reinforced with geogrids are significantly improved.

FullText(HTML)

References (16)

References

[1]	SAYÃO A, GERSCOVICH D, MEDEIROS L, et al. Scrap tire—an attractive material for gravity retaining walls and soil reinforcement[J]. The Journal of Solid Waste Technology and Management, 2009, 35(3): 135-155. doi: 10.5276/JSWTM.2009.135
[2]	曾玉珍, 廖正环. 废旧轮胎在国外道路工程中的应用[J]. 国外公路, 2000, 20(1): 39-41. https://www.cnki.com.cn/Article/CJFDTOTAL-GWGL200001009.htm ZENG Yuzhen, LIAO Zhenghuan. Application of waste tires in road engineering abroad[J]. Journal of Foreign Highway, 2000, 20(1): 39-41. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GWGL200001009.htm
[3]	HUANG Y, BIRD R N, HEIDRICH O. A review of the use of recycled solid waste materials in asphalt pavements[J]. Resources, Conservation and Recycling, 2007, 52(1): 58-73. doi: 10.1016/j.resconrec.2007.02.002
[4]	TSAI W T. Analysis of the sustainability of reusing industrial wastes as energy source in the industrial sector of Taiwan[J]. Journal of Cleaner Production, 2010, 18(14): 1440-1445. doi: 10.1016/j.jclepro.2010.05.004
[5]	KARDOS A J, DURHAM S A. Strength, durability, and environmental properties of concrete utilizing recycled tire particles for pavement applications[J]. Construction and Building Materials, 2015, 98: 832-845. doi: 10.1016/j.conbuildmat.2015.08.065
[6]	ABBASPOUR M, AFLAKI E, MOGHADAS NEJAD F. Reuse of waste tire textile fibers as soil reinforcement[J]. Journal of Cleaner Production, 2019, 207: 1059-1071. doi: 10.1016/j.jclepro.2018.09.253
[7]	李丽华, 崔飞龙, 肖衡林, 等. 轮胎与格室加筋路堤性能及承载力研究[J]. 岩土工程学报, 2017, 39(1): 81-88. doi: 10.11779/CJGE201701006 LI Lihua, CUI Feilong, XIAO Henglin, et al. Performance and bearing capacity of embankments reinforced with waste tires and geocells[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(1): 81-88. (in Chinese) doi: 10.11779/CJGE201701006
[8]	GARGA V K, O'SHAUGHNESSY V. Tire-reinforced earthfill: Part 1 construction of a test fill, performance, and retaining wall design[J]. Canadian Geotechnical Journal, 2000, 37(1): 75-96. doi: 10.1139/t99-084
[9]	RETTERER T A. Gravity and Mechanically Stabilized Earth Wall Using Whole Scrap Tires[D]. Lubbock: Texas Tech University, 2000.
[10]	马源. 废旧轮胎—土复合体力学性能及工程应用研究[D]. 济南: 山东大学, 2018. MA Yuan. Study on Mechanical Properties and Engineering Application of Scrap Tyre-Soil[D]. Jinan: Shandong University, 2018. (in Chinese)
[11]	李春强, 付海洋. 废旧轮胎加筋土在支挡结构中位移影响因素分析研究[J]. 公路, 2019, 64(7): 16-20. https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL201907003.htm LI Chunqiang, FU Haiyang. Analysis on displacement influence factors of reinforced earth in retaining structure[J]. Highway, 2019, 64(7): 16-20. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL201907003.htm
[12]	陈国兴, 王志华, 左熹, 等. 振动台试验叠层剪切型土箱的研制[J]. 岩土工程学报, 2010, 32(1): 89-97. http://cge.nhri.cn/cn/article/id/11904 CHEN Guoxing, WANG Zhihua, ZUO Xi, et al. Development of laminar shear soil container for shaking table tests[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(1): 89-97. (in Chinese) http://cge.nhri.cn/cn/article/id/11904
[13]	MURALI KRISHNA A, MADHAVI LATHA G. Seismic response of wrap-faced reinforced soil-retaining wall models using shaking table tests[J]. Geosynthetics International, 2007, 14(6): 355-364. doi: 10.1680/gein.2007.14.6.355
[14]	刘思宏, 贾凡, 陈笑林, 等. 土工袋挡墙振动台模型试验研究[J]. 岩石力学与工程学报, 2018, 37(增刊2): 4338-4347. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2018S2056.htm LIU Sihong, JIA Fan, CHEN Xiaolin. Shaking table model test on a retaining wall of soilbags[J]. Chinese Journal of Rock Mechanics and Engineering, 2018, 37(S2): 4338-4347. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2018S2056.htm
[15]	李劲松. 考虑回填料影响的悬臂式挡土墙抗震性能试验研究[D]. 镇江: 江苏科技大学, 2020. LI Jinsong. Experimental Study on Seismic Performance of Cantilever Retaining Wall Considering the Influence of Backfill[D]. Zhenjiang: Jiangsu University of Science and Technology, 2020. (in Chinese)
[16]	巩文雪. 废旧轮胎+土工格栅加筋土挡墙的工作性能数值模拟与理论方法研究[D]. 镇江: 江苏科技大学, 2020. GONG Wenxue. Numerical Simulation and Theoretical Method Research on Working Performance of Waste Tires+Geogrid Reinforced Earth Retaining Wall[D]. Zhenjiang: Jiangsu University of Science and Technology, 2020. (in Chinese)