Seismic behaviour of geogrid-reinforced soil retaining walls

被引：0
|
作者：
Sofronie, RA [1 ]
Taylor, CA [1 ]
Stana, M [1 ]
机构：
[1] Univ Bucharest, UNESCO, Chair Ecoland, Bucharest, Romania
来源：
COMPUTATIONAL MECHANICS, VOLS 1 AND 2, PROCEEDINGS: NEW FRONTIERS FOR THE NEW MILLENNIUM | 2001年
关键词：
confining; modelling; retention; stability; testing; vulnerability;
D O I：
暂无
中图分类号：
O3 [力学];
学科分类号：
08 ; 0801 ;
摘要：
The paper presents the testing results of a comparative research regarding the seismic behaviour of geogrid-reinforced soil retaining walls. Two models were tested on a shaking table with one DOF, one of a conventional type of retaining walls, with an aspect ratio AR=0.6, and another one of a confined type with AR=0.4. Testing objectives were to record the cumulative settlements, horizontal displacements and response accelerations. With the aid of Computational Mechanics methods the 640-recorded data were processed. Confinement is essentially improving the seismic behaviour of retaining walls by reducing the settlements and horizontal displacements as well as by attenuating the response accelerations.
引用
收藏
页码：1609 / 1614
页数：6
相关论文
共 50 条
  • [1] Seismic Analysis of Geogrid-Reinforced Soil Retaining Walls Under Decomposed Earthquake Records
    Javdanian, Hamed
    Goudarzi, Neda
    IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY-TRANSACTIONS OF CIVIL ENGINEERING, 2023, 47 (04) : 2365 - 2377
  • [2] Seismic Analysis of Geogrid-Reinforced Soil Retaining Walls Under Decomposed Earthquake Records
    Hamed Javdanian
    Neda Goudarzi
    Iranian Journal of Science and Technology, Transactions of Civil Engineering, 2023, 47 : 2365 - 2377
  • [3] High geogrid-reinforced soil retaining walls for a new airport
    Fujita, Y.
    Sugimoto, T.
    Tsuda, M.
    Nakamura, Y.
    Kawahata, S.
    Funada, H.
    Yoshida, T.
    Ito, M.
    Yoshida, K.
    GEOSYNTHETICS IN CIVIL AND ENVIRONMENTAL ENGINEERING, 2008, : 645 - 650
  • [4] Active earth pressures on walls retaining geogrid-reinforced soil
    Tsukamoto, Y
    Ishihara, K
    Higuchi, T
    Aoki, H
    EARTH REINFORCEMENT, VOL 1, 1996, : 531 - 536
  • [5] Internal stability analysis of segmental geogrid-reinforced soil retaining walls
    Liu, H. B.
    GEOSYNTHETICS IN CIVIL AND ENVIRONMENTAL ENGINEERING, 2008, : 322 - 327
  • [6] Comprehensive study of geogrid-reinforced soil retaining walls with tilted face and reinforcements
    Rowshanzamir, Mohammad
    Aghayarzadeh, Mehdi
    AUSTRALIAN JOURNAL OF CIVIL ENGINEERING, 2015, 13 (01) : 48 - 63
  • [7] Field tests on behaviors of geogrid-reinforced lime treated soil retaining walls
    Yang, Guang-Qing
    Du, Xue-Ling
    Zhou, Qiao-Yong
    Zhang, Bao-Jian
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2010, 32 (12): : 1904 - 1909
  • [8] Experimental Study on Mechanical and Deformation Characteristics of Geogrid-Reinforced Soil Retaining Walls
    Zhu, Yalin
    Zhan, Zijian
    Hong, Yin
    Guo, Panpan
    He, Min
    Chen, Renyi
    INTERNATIONAL JOURNAL OF GEOSYNTHETICS AND GROUND ENGINEERING, 2024, 10 (05)
  • [9] Performance of geogrid-reinforced soil retaining walls subjected to static and cyclic footing loadings
    Xiao C.
    Wang J.
    Zhou X.
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2017, 36 (06): : 1542 - 1550
  • [10] Dynamic response of tiered geogrid-reinforced soil retaining walls under traffic loading
    Xiao C.-Z.
    Li H.-Q.
    Gao S.
    Li W.-J.
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2021, 43 (10): : 1789 - 1797
12345