中国资源综合利用2024，Vol.42Issue(6)：4-6,3.DOI:10.3969/j.issn.1008-9500.2024.06.002
废弃物加固路基土的力学性能研究
Study on the Mechanical Properties of Waste Reinforced Roadbed Soil
曹聪1
作者信息
- 1. 华设设计集团股份有限公司山东分公司,济南 250102
- 折叠
摘要
Abstract
In order to study the mechanical properties of waste reinforced roadbed soil,rice husk ash,construction waste,and lime are used to reinforce clay,and the feasibility of reusing waste in roadbed reinforcement is tested.The results show that when the content of rice husk ash is 14%,or the content of construction waste is 26%,or the content of lime is 6%,the free expansion rate of clay can all be reduced to zero.The mixed use of waste and lime can improve the unconfined compressive strength and bearing ratio of clay mixtures,achieving waste reuse.关键词
废弃物/路基土/加固/力学性能/稻壳灰/建筑垃圾/石灰Key words
waste/roadbed soil/reinforcement/mechanical properties/rice husk ash/construction waste/lime分类
交通工程引用本文复制引用
曹聪..废弃物加固路基土的力学性能研究[J].中国资源综合利用,2024,42(6):4-6,3.
