中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Experimental study of dynamic resilient modulus of subgrade soils under coupling of freeze-thaw cycles and dynamic load

文献类型:期刊论文

作者Zhao Yang2,3; Lu Zheng2,4; Yao Hai-lin2; Gu Fan5,6; Duan Ya-hui1
刊名JOURNAL OF CENTRAL SOUTH UNIVERSITY
出版日期2020-07-01
卷号27期号:7页码:2043-2053
关键词dynamic resilient modulus freeze-thaw cycles dynamic load dynamic triaxial test prediction model
ISSN号2095-2899
DOI10.1007/s11771-020-4429-4
英文摘要Although the dynamic properties of subgrade soils in seasonally frozen areas have already been studied, few researchers have considered the influence of shallow groundwater during the freeze-thaw (F-T) cycles. So a multifunctional F-T cycle system was developed to imitate the groundwater recharge in the subgrade during the freezing process and a large number of dynamic triaxial experiments were conducted after the F-T cycles. Some significant factors including the F-T cycle number, compaction degree, confining pressure, cyclic deviator stress, loading frequency, and water content were investigated for the resilient modulus of soils. The experimental results indicated that the dynamic resilient modulus of the subgrade was negatively correlated with the cyclic deviator stress, F-T cycle number, and initial water content, whereas the degree of compaction, confining pressure, and loading frequency could enhance the resilient modulus. Furthermore, a modified model considering the F-T cycle number and stress state was established to predict the dynamic resilient modulus. The calculated results of this modified model were very close to the experimental results. Consequently, calculation of the resilient modulus for F-T cycles considering the dynamic load was appropriate. This study provides reference for research focusing on F-T cycles with groundwater supply and the dynamic resilient moduli of subgrade soils in seasonally frozen areas.
资助项目National Natural Science Foundation of China[41672312] ; National Natural Science Foundation of China[41972294] ; Outstanding Youth Foundation of Hubei Province, China[2017CFA056] ; Changsha University of Science & Technology via Open Fund of National Engineering Laboratory of Highway Maintenance Technology, China[KFJ170104]
WOS研究方向Metallurgy & Metallurgical Engineering
语种英语
WOS记录号WOS:000557377300012
出版者JOURNAL OF CENTRAL SOUTH UNIV
源URL[http://119.78.100.198/handle/2S6PX9GI/24619]  
专题中科院武汉岩土力学所
通讯作者Lu Zheng; Duan Ya-hui
作者单位1.Wuchang Univ Technol, Sch Urban Construct, Wuhan 430023, Peoples R China
2.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
3.Univ Chinese Acad Sci, Beijing 100049, Peoples R China
4.Hubei Key Lab Geoenvironm Engn, Wuhan 430071, Peoples R China
5.Changsha Univ Sci & Technol, Natl Engn Lab Highway Maintenance Technol, Changsha 410114, Peoples R China
6.Auburn Univ, Natl Ctr Asphalt Technol, Auburn, AL 36830 USA
推荐引用方式
GB/T 7714
Zhao Yang,Lu Zheng,Yao Hai-lin,et al. Experimental study of dynamic resilient modulus of subgrade soils under coupling of freeze-thaw cycles and dynamic load[J]. JOURNAL OF CENTRAL SOUTH UNIVERSITY,2020,27(7):2043-2053.
APA Zhao Yang,Lu Zheng,Yao Hai-lin,Gu Fan,&Duan Ya-hui.(2020).Experimental study of dynamic resilient modulus of subgrade soils under coupling of freeze-thaw cycles and dynamic load.JOURNAL OF CENTRAL SOUTH UNIVERSITY,27(7),2043-2053.
MLA Zhao Yang,et al."Experimental study of dynamic resilient modulus of subgrade soils under coupling of freeze-thaw cycles and dynamic load".JOURNAL OF CENTRAL SOUTH UNIVERSITY 27.7(2020):2043-2053.

入库方式: OAI收割

来源:武汉岩土力学研究所

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