中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Stress history and time effect on shear modulus of expansive soils

文献类型:期刊论文

作者Li, Jingjing1; Kong, Lingwei2,3; Jin, Lei1
刊名ARABIAN JOURNAL OF GEOSCIENCES
出版日期2022
卷号15期号:1页码:9
关键词Expansive soil Stiffness Shear modulus Time effect Stress history Resonant column tests
ISSN号1866-7511
DOI10.1007/s12517-021-09342-y
英文摘要Soil has a certain memory for stress history, whose mechanical property is also related to time effect. To consider the influence of stress history and consolidation time on shear modulus of expansive soils, resonant column tests were carried out with compression stress paths of loading and unloading by different consolidation time. Results show that both stress history and consolidation time have a pronounced influence on the shear modulus and its decay rule. The time effect of loading path on shear modulus of expansive soils is different from that of unloading path. Under the loading path, the shear modulus of the soil enhances with consolidation time increasing, which has a positive linear correlation with the logarithm of consolidation time. While under the unloading path, the shear modulus decreases first and then increases with the increase of consolidation time, which is related to the logarithm of consolidation time as a quadratic function. Furthermore, the shear modulus-consolidation pressure curves of expansive soils also show different rules in loading path and unloading path. Under the loading path, the shear modulus shows a positive linear correlation with the consolidation pressure, while under the unloading path, the shear modulus shows a positive linear correlation with the logarithm of consolidation pressure. Conclusion can be drawn that the influence of stress history and time effect on shear modulus should be taken into account in engineering design and construction.
资助项目National Natural Science Foundation of China[12002121] ; Natural Science Foundation of Hubei Province[2019CFB199]
WOS研究方向Geology
语种英语
WOS记录号WOS:000733749700005
出版者SPRINGER HEIDELBERG
源URL[http://119.78.100.198/handle/2S6PX9GI/30898]  
专题中科院武汉岩土力学所
通讯作者Li, Jingjing
作者单位1.Hubei Polytech Univ, Sch Civil Engn, Huangshi 435003, Hubei, Peoples R China
2.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China
3.Univ Chinese Acad Sci, Beijing 100049, Peoples R China
推荐引用方式
GB/T 7714
Li, Jingjing,Kong, Lingwei,Jin, Lei. Stress history and time effect on shear modulus of expansive soils[J]. ARABIAN JOURNAL OF GEOSCIENCES,2022,15(1):9.
APA Li, Jingjing,Kong, Lingwei,&Jin, Lei.(2022).Stress history and time effect on shear modulus of expansive soils.ARABIAN JOURNAL OF GEOSCIENCES,15(1),9.
MLA Li, Jingjing,et al."Stress history and time effect on shear modulus of expansive soils".ARABIAN JOURNAL OF GEOSCIENCES 15.1(2022):9.

入库方式: OAI收割

来源:武汉岩土力学研究所

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