Sustainable Retaining Structure Incorporating Recycled Concrete Aggregate

N. Gofar, A. Satyanaga
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Abstract

Recycled concrete aggregate, that are easily found from destruction waste materials, has been used in the construction industry as an alternative for coarse aggregate component in concrete or as backfilling material in retaining structure. This paper presents the results of study on the use of the recycled concrete aggregate in the design of a newly developed sustainable retaining wall i.e., Geobarrier system (GBS). The GBS system was developed based on capillary barrier to limit water infiltration into the backfill soil while vegetative cover is used as provisions of the sustainable construction concept. Two types of concrete aggregate are used as components of capillary barrier i.e., fine and coarse aggregate. Laboratory test result shows the recycled concrete has similar mechanical and hydraulic properties as the natural aggregate; thus, can be used as alternative material. Stability and deformation analyses were carried out for 4 m high wall with 70o inclination. Results indicate that the retaining wall meet the requirement of the code of practice according to Eurocode 7 in terms of Factor of safety. Deformation analysis shows that the maximum deformation was only 4.5 mm at the bottom of the GBS wall.
采用再生混凝土骨料的可持续挡土结构
再生混凝土骨料是一种很容易从破坏废料中找到的材料,已被用于建筑工业中,作为混凝土中粗骨料成分的替代品或作为挡土墙结构的回填材料。本文介绍了利用再生混凝土骨料设计一种新开发的可持续挡土墙即土工屏障系统(GBS)的研究结果。GBS系统是基于毛细管屏障来限制水渗入回填土,而植被覆盖是可持续建设理念的规定。两种类型的混凝土骨料被用作毛细管屏障的组成部分,即细骨料和粗骨料。室内试验结果表明,再生混凝土具有与天然骨料相近的力学性能和水力学性能;因此,可以作为替代材料使用。对4 m高、700度倾斜度墙体进行了稳定性和变形分析。结果表明,该挡土墙在安全系数方面符合欧洲规范7的要求。变形分析表明,GBS壁底部最大变形量仅为4.5 mm。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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