EFFECT OF WALL FACING ON THE SEISMIC STABILITY OF GEOSYNTHETIC-REINFORCED RETAINING WALLS
EFFECT OF WALL FACING ON THE SEISMIC STABILITY OF GEOSYNTHETIC-REINFORCED RETAINING WALLS
复制标题
墙体饰面对土工合成材料加筋挡土墙抗震稳定性的影响
DOI：
10.1680/gein.5.0113
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发表时间：
1998
影响因子：
4.5
通讯作者：
E. Guler
中科院分区：
文献类型：
--
作者：
M. Ismeik;E. Guler
本研究探讨土工合成材料加筋挡土墙在不同地震荷载条件下的地震稳定性分析结果。采用双楔体破坏机理，研究了面板厚度对全高面板稳定性的影响。开发了一种分析方法，将面板厚度的影响与所需的土工合成材料加固量相关联，使用与地震力相关的极限平衡分析。结果以图表形式呈现。
This study examines the results of a seismic stability analysis of geosynthetic-reinforced retaining walls subjected to different seismic loading conditions. The effect of wall facing thickness on stability is investigated for a full-height concrete facing by using the two-wedge failure mechanism. An analytical method is developed to correlate the effect of facing thickness with the amount of geosynthetic reinforcement required, using the limit equilibrium analysis in relation to the seismic forces. The results are presented in chart form.