首页> 外文会议>Seventh International Conference on Geosynthetics Vol.1, Sep 22-27, 2002, Nice France >Design and construction of soil reinforced structures using composite reinforcement systems: modern and cost effective alternatives for high walls and slopes
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Design and construction of soil reinforced structures using composite reinforcement systems: modern and cost effective alternatives for high walls and slopes

机译:使用复合加固系统的土壤加固结构的设计和施工:高墙和斜坡的现代且经济高效的替代方案

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摘要

The innovative concept discussed deals with the possibility to combine geogrids and steel mesh together to build high Mechanically Stabilized Earth (MSE) walls or slopes. The study stems from the need to analyze when a more efficient use of the reinforcements will work in favor of the overall project's economy, which is often looked at as a function of the material cost only. Results on existing structures indicate that, as structures achieve relevant heights (above 10 m), there is a large potential for cost effectiveness in using wire mesh and grids combined, in place of a 100% geogrids or a 100% steel mesh reinforcement solution only. In high MSE walls or slopes the steel higher flexural rigidity makes it suitable to work as the preformed facing component of the reinforcement system. Additionally, the steel shorter tail can provide the function of secondary reinforcement. The benefit of the geogrid system as the primary reinforcement is evident, achieving the material a higher strength at moderately low cost with relatively simple installation requirements. However, the interaction of the steel mesh and geogrids when used for soil reinforcement needs to be looked at, since these materials are characterized by a different structural response under load. Geogrids are mostly characterized by a time-load sensitive response (creep), and by elongations at break higher than those obtained for the steel mesh which, on the contrary, is primarily characterized by a constant rigid elasto-plastic response. Research has shown that some combined reinforcement configurations have the benefit to be only minimally affected by the different structural response, therefore a simplified design model can be used for a realistic failure prediction. Some numerical methods (Bishop, Janbu, working stress "displacement" method) for slope stability analysis, were implemented in a computer software to provide a simplified numerical model. The software allows to enter any type of soil and reinforcement mixed geometry. The numerical examples presented show how different geometries can provide a different degree of reinforcement effectiveness.
机译:所讨论的创新概念涉及将土工格栅和钢网结合在一起以建造高机械稳定土(MSE)墙或斜坡的可能性。该研究源于需要分析何时可以更有效地使用增强材料,从而有利于整个项目的经济,而通常只将其视为材料成本的函数。现有结构的结果表明,当结构达到相关高度(10 m以上)时,使用钢丝网和格栅代替100%土工格栅或100%钢网加固解决方案具有很大的成本效益。在高MSE墙或斜坡中,钢具有较高的抗弯刚度,使其适合用作增强系统的预制饰面部件。另外,较短的钢制尾巴可以提供辅助加固功能。土工格栅系统作为主要增强材料的好处显而易见,可以以相对较低的安装要求以适中的低成本获得更高的强度。但是,当用于加固土壤时,必须注意钢网与土工格栅的相互作用,因为这些材料的特征是在载荷作用下具有不同的结构响应。土工格栅的主要特征是对时间载荷敏感的响应(蠕变),其断裂伸长率高于钢丝网,而相反,其主要特征是恒定的刚性弹塑性响应。研究表明,某些组合的钢筋配置的好处是受不同的结构响应的影响很小,因此可以将简化的设计模型用于实际的破坏预测。在计算机软件中实现了一些用于边坡稳定性分析的数值方法(Bishop,Janbu,工作应力“位移”方法),以提供简化的数值模型。该软件允许输入任何类型的土壤和钢筋混合几何形状。给出的数值示例显示了不同的几何形状如何可以提供不同程度的加固效果。

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