中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Small strain stiffness for granite residual soil: effect of stress ratio

文献类型:期刊论文

作者Zhang, Xianwei2; Liu, Xinyu1,2; Kong, Lingwei2; Wang, Gang1,2; Chen, Cheng2
刊名CANADIAN GEOTECHNICAL JOURNAL
出版日期2021-12-20
页码4
关键词granite residual soil small strain stiffness resonant column stress ratio weathering cementation
ISSN号0008-3674
DOI10.1139/cgj-2021-0308
英文摘要Most previous studies have focused on the small strain stiffness of sedimentary soil, while little attention has been given to residual soils with different properties. Most studies also neglected the effects of the deviator stress, which is extensively involved in civil engineering. This note considers the effects of the deviator stress on the small strain stiffness of natural granite residual soil as established from resonant column tests performed under various stress ratios. Although increasing the stress ratio results in a greater maximum shear modulus for both natural and remolded residual soils, remolded soil is more sensitive to changes in the stress ratio, which highlights the effects of soil cementation. The data herein offers new insights to understand the stiffness of residual soil and other weathered geomaterials.
资助项目National Natural Science Foundation of China[41972285] ; National Natural Science Foundation of China[12102312] ; Youth Innovation Promotion Association CAS[2018363] ; State Key Laboratory of Geohazard Prevention and Geoenvironment Protection[SKLGP2020K024] ; Science Fund for Distinguished Young Scholars of Hubei Province[2020CFA103] ; CRSRI Open Research Program[CKWV2021884/KY]
WOS研究方向Engineering ; Geology
语种英语
WOS记录号WOS:000790341800001
出版者CANADIAN SCIENCE PUBLISHING
源URL[http://119.78.100.198/handle/2S6PX9GI/36439]  
专题中科院武汉岩土力学所
通讯作者Liu, Xinyu
作者单位1.Univ Chinese Acad Sci, Beijing, Peoples R China
2.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan, Peoples R China
推荐引用方式
GB/T 7714
Zhang, Xianwei,Liu, Xinyu,Kong, Lingwei,et al. Small strain stiffness for granite residual soil: effect of stress ratio[J]. CANADIAN GEOTECHNICAL JOURNAL,2021:4.
APA Zhang, Xianwei,Liu, Xinyu,Kong, Lingwei,Wang, Gang,&Chen, Cheng.(2021).Small strain stiffness for granite residual soil: effect of stress ratio.CANADIAN GEOTECHNICAL JOURNAL,4.
MLA Zhang, Xianwei,et al."Small strain stiffness for granite residual soil: effect of stress ratio".CANADIAN GEOTECHNICAL JOURNAL (2021):4.

入库方式: OAI收割

来源:武汉岩土力学研究所

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