Faculty of Engineering and Industrial Sciences (H38), Swinburne University of Technology, P.O. Box 218, Hawthorn, Melbourne, Vic. 3122, Australia.
Waste Manag. 2011 Nov;31(11):2341-51. doi: 10.1016/j.wasman.2011.07.003. Epub 2011 Jul 30.
A comprehensive suite of geotechnical laboratory tests was undertaken on samples of recycled crushed glass produced in Victoria, Australia. Three types of recycled glass sources were tested being coarse, medium and fine sized glass. Laboratory testing results indicated that medium and fine sized recycled glass sources exhibit geotechnical behavior similar to natural aggregates. Coarse recycled glass was however found to be unsuitable for geotechnical engineering applications. Shear strength tests indicate that the fine and medium glass encompass shear strength parameters similar to that of natural sand and gravel mixtures comprising of angular particles. Environmental assessment tests indicated that the material meets the requirements of environmental protection authorities for fill material. The results were used to discuss potential usages of recycled glass as a construction material in geotechnical engineering applications particularly road works.
对澳大利亚维多利亚州生产的再生碎玻璃样本进行了全面的岩土实验室测试。测试了三种类型的再生玻璃来源,分别是粗、中、细玻璃。实验室测试结果表明,中、细玻璃具有与天然骨料相似的岩土工程特性。然而,粗玻璃被发现不适合用于岩土工程应用。剪切强度测试表明,细玻璃和中玻璃具有与天然砂和砾石混合物相似的剪切强度参数,这些混合物由角状颗粒组成。环境评估测试表明,该材料符合环保部门对填充材料的要求。研究结果用于讨论再生玻璃作为岩土工程应用(特别是道路工程)中建筑材料的潜在用途。