Behaviour of geosynthetic-reinforced soil retaining wall subjected to forced cyclic horizontal displacement at wall face

被引：0
|
作者：
Hirakawa, D. [1 ]
Nojiri, M. [1 ]
Aizawa, H. [1 ]
Tatsuoka, F. [1 ]
Sumiyoshi, T. [2 ]
Uchimura, T. [3 ]
机构：
[1] Tokyo Univ Sci, Dept Civil Engn, Tokyo 162, Japan
[2] Inst Civil Engn Tokyo Metropolitan Govt, Tokyo, Japan
[3] Univ Tokyo, Dept Civil Engn, Tokyo, Japan
来源：
GEOSYNTHETICS, VOLS 1-4 | 2006年
关键词：
retaining wall; cyclic loading; residual deformation; earth pressure;
D O I：
暂无
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
Forced cyclic lateral displacements took place at the wall by thermal expansion/contraction of RC facing of a 11 m-high U-shape soil retaining wall due to daily and seasonal changes of the temperature, which resulted into large residual lateral displacements toward the active side of the wall due to the increment in the residual earth pressure as well as large settlement in the backfill behind the wall facing. A set of small-scale model tests was performed in the laboratory. It was found that these detrimental effects can be removed by reinforcing the backfill with polymer geogrid layers that are connected to the back face of thin RC facing.
引用
收藏
页码：1075 / +
页数：2
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