This paper compares the behavior of four geogrid reinforced soil walls with modular facing under cyclic strip footing loading. Four types of reinforcement schemes were used in the laboratory tests on 150 cm × 100 cm × 126.5 cm (length × width × height) walls. Strip plate was used to simulate the foundations for bridges. The settlement of the footing, deflection of the wall facing, lateral and vertical stresses below the centerline of the footings, strains in reinforcement layers, and acceleration in the soils were monitored during the cyclic loading tests. It was found that the layout of reinforcement layers greatly affects the bearing capacity, earth pressure coefficient, and dynamic responses of the walls.

中文翻译：

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周期性条形荷载作用下模块化面板土工格栅加筋土墙的室内试验研究

本文比较了在循环带状基础荷载作用下具有模块化面板的四个土工格栅加筋土墙的性能。在150 cm×100 cm×126.5 cm（长×宽×高）的墙壁上，在实验室测试中使用了四种加固方案。条形板用于模拟桥梁的基础。在循环荷载测试过程中，监测基础沉降，基础墙面挠度，基础中心线下方的横向和垂直应力，加固层中的应变以及土壤中的加​​速度。已经发现，增强层的布局会极大地影响墙的承载力，土压力系数和动态响应。