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Roads & pavements · 2026

Experimental Assessment of Geocell-Reinforced Sandy Subgrades Under Traffic-Induced Dynamic Loading

Mo’men Ayasrah, Hongsheng Qiu, Mohammed Y. Fattah, Wallaa B. Mohammed Redha, Bin Zhu

Original research · free full-paper access · authors credited

Research overview

Laboratory sinusoidal loading tests compare unreinforced and geocell-reinforced sand at two densities, two load amplitudes and three frequencies. The geocell reduced transmitted vertical stress by up to 45% and settlement by about 60%, with lower efficiency at higher load, frequency and density; low-frequency harmonic loading, the apparatus scale and selected sand do not reproduce irregular field traffic or long-term ageing.

Kontain’s reading note. Refer to the original paper for the authors’ full methods, findings and limitations.

Authors
Mo’men Ayasrah, Hongsheng Qiu, Mohammed Y. Fattah, Wallaa B. Mohammed Redha, Bin Zhu
Publication year
2026
DOI
10.3390/infrastructures11020038
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Full text at the original publisher or institutional repository.
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CC BY 4.0 ↗

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Topics in this paper

geocellsandy subgradedynamic loadingtrafficsettlement

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Materials, test conditions, exposure and loading matter. Research findings need project-specific assessment before use as design inputs.

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