| 循环荷载作用下建筑垃圾土动力性能 |
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| 引用本文： | 李丽华,韩琦培,李文涛,周鑫隆,田密,秦浪灵,盛宏志. 循环荷载作用下建筑垃圾土动力性能[J]. 长江科学院院报, 2022, 39(10): 97-102. DOI: 10.11988/ckyyb.20210523 |
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| 作者姓名： | 李丽华 韩琦培 李文涛 周鑫隆 田密 秦浪灵 盛宏志 |
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| 作者单位： | 1.湖北工业大学 土木建筑与环境学院,武汉 430068;2.湖北省生态道路工程研究中心,武汉 430068;3.中交第二公路勘察设计研究院有限公司 国际工程部,武汉 430068 |
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| 基金项目： | 武汉市应用基础前沿专项(2020020601012278);湖北省重点研发项目(2022BCA059);国家自然科学基金项目(52108315);湖北工业大学杰出人才基金项目(XJ2021000501) |
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| 摘 要： | 国家基础设施建设不断推进，大量建筑垃圾随之产生。对建筑垃圾进行资源化利用，不仅经济环保，且可缓解环境压力。通过室内大型动三轴试验，对建筑垃圾土与砂土动力性能展开研究，包括动应力-动应变、时程曲线、动弹性模量、阻尼比和液化评估分析。试验结果表明：建筑垃圾土破坏动应力约为砂土的1.3倍，即建筑垃圾土的承载能力明显高于砂土。在循环荷载作用下，砂土超静孔隙水压力大约是建筑垃圾的2.5倍，因此建筑垃圾土发生液化可能性更小。建筑垃圾土动弹性模量远高于砂土，最高是砂土的1.3倍。建筑垃圾土动力性能均高于一般砂土，建筑垃圾土具有代替砂土用作道路工程填料的潜力。
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| 关 键 词： | 建筑垃圾土 砂土 室内大型动三轴试验 动力特性 液化分析 |
| 收稿时间： | 2021-05-27 |
| 修稿时间： | 2021-08-04 |
Dynamic Performance of Construction Waste Soil under Cyclic Loading |
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| LI Li-hua,HAN Qi-pei,LI Wen-tao,ZHOU Xin-long,TIAN Mi,QIN Lang-ling,SHENG Hong-zhi. Dynamic Performance of Construction Waste Soil under Cyclic Loading[J]. Journal of Yangtze River Scientific Research Institute, 2022, 39(10): 97-102. DOI: 10.11988/ckyyb.20210523 |
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| Authors: | LI Li-hua HAN Qi-pei LI Wen-tao ZHOU Xin-long TIAN Mi QIN Lang-ling SHENG Hong-zhi |
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| Affiliation: | 1. School of Civil Engineering,Architecture and Environment,Hubei University of Technology,Wuhan 430068, China;2. Hubei Ecological Road Engineering Research Center,Wuhan 430068,China;3. International Engineering Department of CCCC Second Highway Survey,Design and Research Institute Co. ,Ltd. , Wuhan 430068,China |
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| Abstract: | The continuous development of national infrastructure gave rise to a large amount of construction and demolition waste.The utilization of construction and demolition waste as a resource is not only economical and environmental friendly,but also relieves environmental pressure.The dynamic properties of construction and demolition waste soil and sand were examined by large-scale indoor dynamic triaxial test.The stress-strain,time history curve,dynamic elastic modulus,and damping ratio were analyzed,and liquefaction was evaluated.Test results demonstrate that the damage dynamic stress of construction and demolition waste is about 1.3 times that of sand.In other words,the bearing capacity of construction waste soil is obviously higher than that of sand.Under cyclic loading,the excess pore water pressure of sand is about 2.5 times that of construction and demolition waste soil;therefore the liquefaction of construction and demolition waste soil is less possible.The dynamic elastic modulus of construction and demolition waste soil is much higher than that of sand,reaching 1.3 times that of sand.In conclusion,construction waste soil has better performance than sand,hence has the potential to replace sand as filling material for road engineering. |
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| Keywords: | construction waste soil sand large-scale indoor dynamic triaxial test dynamic characteristics liquefaction analysis |
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