Seismic Behavior and Shaking Direction Influence on Adobe Wall Structures Reinforced with Geogrid

被引:19
|
作者
Bossio, Stefano [1 ]
Blondet, Marcia [2 ]
Rihal, Satwant [3 ]
机构
[1] UCL, London WC1E 6BT, England
[2] Catholic Univ Peru, Lima 32, Peru
[3] Calif Polytech State Univ San Luis Obispo, San Luis Obispo, CA 93407 USA
关键词
Reinforcement;
D O I
10.1193/1.4000096
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The aim of this work was to assess and validate the construction technology proposed in the manual published by the Pontificia Universidad Catolica del Peru (PUCP), Building Hygienic and Earthquake-Resistant Adobe Houses Using Geomesh Reinforcement. In order to validate the proposed technology, two full-scale adobe wall house models were built and subjected to dynamic tests on the PUCP's unidirectional shaking table. Geogrid was used as reinforcement for the adobe walls. One of the models was aligned with the direction of shaking, so that its longitudinal walls were subjected to in-plane forces and its transverse walls to out-of-plane forces. The other model was turned 45 degrees with respect to the direction of shaking in order to have all the walls subjected to both in-plane and out-of-plane forces. The results of both tests were also compared to those obtained during previous tests of an unreinforced adobe model. [DOI: 10.1193/1.4000096]
引用
收藏
页码:59 / 84
页数:26
相关论文
共 50 条
  • [1] Seismic behavior of geogrid reinforced slag wall
    Edincliler, Ayse
    Baykal, Goekhan
    Saygili, Altug
    2008 SEISMIC ENGINEERING CONFERENCE COMMEMORATING THE 1908 MESSINA AND REGGIO CALABRIA EARTHQUAKE, PTS 1 AND 2, 2008, 1020 : 711 - +
  • [2] Shaking table test on seismic performance of geogrid reinforced soil wall
    Ajuda, A. A.
    Kuwano, J.
    Takamine, S.
    Yasukawa, K.
    EARTHQUAKE GEOTECHNICAL ENGINEERING FOR PROTECTION AND DEVELOPMENT OF ENVIRONMENT AND CONSTRUCTIONS, 2019, 4 : 1026 - 1033
  • [3] Shaking Table Tests on Seismic Behavior of Geogrid-reinforced Retaining Wall with Waste Steel Slag Backfill
    Wang L.-Y.
    Li J.-S.
    Tao Y.-X.
    Wang B.-H.
    Yan J.-T.
    Zhongguo Gonglu Xuebao/China Journal of Highway and Transport, 2021, 34 (01): : 35 - 46
  • [4] Bending behavior analysis of geogrid reinforced adobe walls
    Solis, M.
    Torrealva, D.
    Santillan, P.
    Montoya, G.
    INFORMES DE LA CONSTRUCCION, 2015, 67 (539)
  • [5] Seismic performance of reinforced earth wall with geogrid
    Takahashi, A
    Takemura, J
    Shimodaira, T
    PROCEEDINGS OF THE FIFTEENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND GEOTECHNICAL ENGINEERING VOLS 1-3, 2001, : 1265 - 1268
  • [6] Shaking Table Study on the Seismic Performance of Geogrid Reinforced Soil Retaining Walls
    Cai, Xiaoguang
    Li, Sihan
    Xu, Honglu
    Jing, Liping
    Huang, Xin
    Zhu, Chen
    ADVANCES IN CIVIL ENGINEERING, 2021, 2021
  • [7] SEISMIC DEFORMATION BEHAVIOUR OF SEGMENTAL GEOGRID REINFORCED SOIL WALL
    Ajuda, Albano
    Kuwano, Jiro
    INTERNATIONAL JOURNAL OF GEOMATE, 2021, 20 (82): : 140 - 145
  • [8] Analysis on seismic behavior of geogrid-reinforced retaining wall subjected to horizontal and vertical excitations
    Department of Civil Engineering, Tsinghua University, Beijing 100084, China
    Yantu Gongcheng Xuebao, 2006, 5 (594-599):
  • [9] FIELD BEHAVIOR OF INSTRUMENTED GEOGRID SOIL REINFORCED WALL
    FISHMAN, KL
    DESAI, CS
    SOGGE, RL
    JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1993, 119 (08): : 1293 - 1307
  • [10] Calcium stabilized and geogrid reinforced soil structures in seismic areas
    Rimoldi, Pietro
    Intra, Edoardo
    2008 SEISMIC ENGINEERING CONFERENCE COMMEMORATING THE 1908 MESSINA AND REGGIO CALABRIA EARTHQUAKE, PTS 1 AND 2, 2008, 1020 : 727 - 734