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Prestressed reinforced soil by geosynthetics - Concept and experimental investigations

机译:土工合成材料预应力加筋土的概念和实验研究

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This paper presents experimental investigations on an innovative construction method for reinforced soil structures by geosynthetics called prestressed reinforced soil. The concept of prestressed reinforced soil, (PRSi) developed to increase the bearing capacity of a reinforced soil structure and to improve its displacement behaviour is introduced. The concept of PRSi is validated by experimental studies. Large scale experimental tests conducted at the Institute of Soil Mechanics and Foundation Engineering at Graz University of Technology, Austria and their results are presented. Over 60 path-controlled static load displacement tests have been performed to investigate the load displacement behaviour of 10 different reinforced soil structures. The reinforced soil structures have been constructed under homogeneous laboratory conditions with respect to construction sequence, compaction, temperature and measurement equipment to assure high quality reproducible test results. The overall results show a considerable improvement of the macroscopic load displacement behaviour of the soil structure by utilizing the concept of prestressed reinforced soil. In addition 80 cyclic load displacement tests have been conducted in Weimar, Germany to validate the concept of PRS_i under cyclic loading conditions. A soil element, theoretically taken out of a reinforced soil structure, is used to investigate its behaviour under vertical cyclic load and horizontal support conditions. The macroscopic research shows that displacements occurring under cyclic loading can be reduced tremendously by installing a geogrid with the concept of PRSi. Besides investigating the macroscopic load displacement behaviour of the reinforced soil structure a detailed mesoscopic analysis using the Particle Image Velocimetry (PIV) method has been performed. From the PIV analysis it was demonstrated that the vertical and horizontal displacements under cyclic loading and below the geogrid layer decreased rapidly.
机译:本文介绍了一种通过土工合成材料称为预应力加筋土的新型加筋土结构施工方法的实验研究。介绍了预应力加筋土(PRSi)的概念,旨在提高加筋土结构的承载力并改善其位移性能。 PRSi的概念已通过实验研究得到验证。介绍了在奥地利格拉茨工业大学土壤力学与基础工程研究所进行的大规模实验测试及其结果。进行了60多次路径控制的静态载荷位移试验,以研究10种不同的加筋土结构的载荷位移行为。增强的土壤结构是在均质的实验室条件下建造的,涉及建造顺序,压实度,温度和测量设备,以确保高质量的可再现测试结果。总体结果表明,通过利用预应力加筋土的概念,可显着改善土结构的宏观荷载位移性能。此外,在德国魏玛进行了80次循环载荷位移测试,以验证在循环载荷条件下PRS_i的概念。理论上从加筋土结构中取出的土元素用于研究其在垂直循环荷载和水平支撑条件下的行为。宏观研究表明,通过安装具有PRSi概念的土工格栅,可以大大减少循环荷载下的位移。除了研究加筋土结构的宏观荷载位移行为外,还使用粒子图像测速(PIV)方法进行了详细的介观分析。从PIV分析可以看出,在循环荷载作用下和土工格栅层以下的垂直和水平位移迅速减小。

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