In this study, finite element program is developed to examine the effects of alleviating bridge approach differential settlement by emplacing geonet in the backfill behind bridge abutment.

　
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  • 本文對土工網(wǎng)處理橋頭差異沉降進(jìn)行了有限元分析，并通過(guò)實(shí)體工程的長(cháng)期觀(guān)測結果驗證了計算結果的合理性。
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