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
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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 |
DOI | 10.1139/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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