Properties and Application of Controlled Foundation Materials from Construction Waste and Pit Silt

被引:0
作者
Xiao, Feipeng [1 ]
Cao, Zhenglong [1 ]
Wang, Xiaobing [1 ]
Xu, Ling [1 ]
Wu, Biao [2 ]
Han, Yifeng [3 ]
Xu, Xiyong [3 ]
机构
[1] Key Laboratory of Road and Traffic Engineering, The Ministry of Education, Tongji University, Shanghai
[2] China Airport Planning and Design Institute Co.,Ltd., Beijing
[3] Shandong Provincial Airport Management Group Co.,Ltd., Jinan
来源
Tongji Daxue Xuebao/Journal of Tongji University | 2024年 / 52卷 / 09期
关键词
compressive strength; controlled low strength materials(CLSM); durability; foundation pit backfill; road engineering;
D O I
10.11908/j.issn.0253-374x.24122
中图分类号
学科分类号
摘要
In order to deal with the problem of backfilling in the narrow area of the underpass in the high-load flight area, a large amount of construction waste and silt produced by the reconstruction and expansion of Jinan Yaoqiang Airport was used as the main aggregate to prepare the controlled low-strength materials(CLSM)with the characteristics of high fluidity,self-compaction,and high strength. The test results show that the strength of the test group mixed with construction waste or stone debris increases significantly compared with the only silt used. The modification effect of construction waste is about 80% higher than that of stone debris. It is more economical to add construction waste than stone debris, but not for the increase of the cement content. The dry - wet cycle strength of the best mix ratio decreases and stabilizes at about 1 MPa, with the mass loss rate stabilizing at about 1%. The compression performance is the same as soil with a 6% cement quality score,and the compressive deformation after the dry - wet cycle is much less than that of silt,which meets the long-term bearing requirements of the foundation in flight area. © 2024 Science Press. All rights reserved.
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页码:1364 / 1373
页数:9
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