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NUMERCIAL ANALYSIS OF GEOGRID AND PLASTIC DRAINAGE PLATE USED IN EXISTED RAILWAY ALTERATION PROJECT

机译:现有铁路改变工程地质格栅和塑料排水板的数值分析

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To fit the demand of train speeding, existed railway should be widened, which causes the redistribution of the stress in the consolidated soft soil foundation that leads to unequal post-construction settlement, influences the stability of the roadbed. To eliminate above diseases, geogrid and plastic drainage plate usually be used. The paper uses FEM from aspects as layout manner, length, stiffness, interaction effect of geogrid, whether use plastic drainage plate and its span to analyze the stability of roadbed, max unequal post-construction settlement and consolidation time. The following conclusions are obtained: Geogrid apparently improves the roadbed slope stability of each stage, but has little effect on unequal post-construction settlement and consolidation; Plastic drainage plate apparently accelerates the consolidation and decreases the unequal post-construction settlement of roadbed. It has little effect on stability after consolidation; In roadbed widening project on soft soil foundation, geogrid and plastic drainage plate all have its work and should be used in combined way to perform the better engineering effect.
机译:为了满足火车超速的需求,应该扩大存在的铁路,这导致综合软土地基中的压力再分配,导致建设后稳定性不平等,影响路基的稳定性。为了消除疾病,通常使用地质格栅和塑料排水板。本文使用FEM从各方面作为布局的方式,长度,刚度,土工格栅的相互作用效果,无论是使用塑料排水板及其跨度分析路基的稳定性,最大​​不平等的建设后沉降和整合时间。获得以下结论:土工格栅显然改善了每个阶段的路基边坡稳定性,但对不平等的建设后沉降和整合影响不大;塑料排水板显然加速了整合,降低了路基的不平等建设后沉降。它对整合后的稳定性几乎没有影响;在柔软土壤基础上的路基扩大项目中,地质格栅和塑料排水板都有其工作,应以合并的方式使用,以进行更好的工程效果。

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