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Sun, Qi, Dong, Quanyang, Cai, Yuanqiang, Wang, Jun, Song, Xuewei (2021) Drained deformation characteristics of granular soil under pure principal stress axis rotation: impact of sample preparation. Acta Geotechnica, 16 (6) 1755-1772 doi:10.1007/s11440-020-01103-7

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Reference TypeJournal (article/letter/editorial)
TitleDrained deformation characteristics of granular soil under pure principal stress axis rotation: impact of sample preparation
JournalActa Geotechnica
AuthorsSun, QiAuthor
Dong, QuanyangAuthor
Cai, YuanqiangAuthor
Wang, JunAuthor
Song, XueweiAuthor
Year2021 (June)Volume16
Issue6
PublisherSpringer Science and Business Media LLC
DOIdoi:10.1007/s11440-020-01103-7Search in ResearchGate
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Mindat Ref. ID13149047Long-form Identifiermindat:1:5:13149047:7
GUID0
Full ReferenceSun, Qi, Dong, Quanyang, Cai, Yuanqiang, Wang, Jun, Song, Xuewei (2021) Drained deformation characteristics of granular soil under pure principal stress axis rotation: impact of sample preparation. Acta Geotechnica, 16 (6) 1755-1772 doi:10.1007/s11440-020-01103-7
Plain TextSun, Qi, Dong, Quanyang, Cai, Yuanqiang, Wang, Jun, Song, Xuewei (2021) Drained deformation characteristics of granular soil under pure principal stress axis rotation: impact of sample preparation. Acta Geotechnica, 16 (6) 1755-1772 doi:10.1007/s11440-020-01103-7
In(2021, June) Acta Geotechnica Vol. 16 (6) Springer Science and Business Media LLC

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Cai, Yuanqiang, Song, Xuewei, Sun, Qi, Dong, Quanyang, Wang, Jun (2018) Drained responses of granular soil sheared under inclined principal stress axes: Impact of sample preparation. Engineering Geology, 241. 33-40 doi:10.1016/j.enggeo.2018.05.002
Sun, Qi, Dong, Quanyang, Cai, Yuanqiang, Wang, Jun (2020) Modeling permanent strains of granular soil under cyclic loading with variable confining pressure. Acta Geotechnica, 15 (6) 1409-1421 doi:10.1007/s11440-019-00868-w
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Wang, Yuke, Gao, Yufeng, Li, Bing, Guo, Lin, Cai, Yuanqiang, Mahfouz, Ali H. (2019) Influence of initial state and intermediate principal stress on undrained behavior of soft clay during pure principal stress rotation. Acta Geotechnica, 14 (5) 1379-1401 doi:10.1007/s11440-018-0735-5
Wang, Jun, Wu, Lei, Cai, Yuanqiang, Guo, Lin, Du, Yunguo, Gou, Changfei, Ni, Junfeng, Gao, Ziyang (2021) Monotonic and cyclic characteristics of K0-Consolidated saturated soft clay under a stress path involving a variable confining pressure. Acta Geotechnica, 16 (4) 1161-1174 doi:10.1007/s11440-020-01031-6
Dong, Quanyang, Xu, Changjie, Cai, Yuanqiang, Juang, Hsein, Wang, Jun, Yang, Zhongxuan, Gu, Chuan (2016) Drained Instability in Loose Granular Material. International Journal of Geomechanics, 16. 4015043pp. doi:10.1061/(asce)gm.1943-5622.0000524
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Gu, Chuan, Wang, Jun, Cai, Yuanqiang, Sun, Lei, Wang, Peng, Dong, QuanYang (2016) Deformation characteristics of overconsolidated clay sheared under constant and variable confining pressure. Soils and Foundations, 56 (3). 427-439 doi:10.1016/j.sandf.2016.04.009
Gu, Chuan, Gu, Zhiqiang, Cai, Yuanqiang, Wang, Jun, Dong, Quanyang (2018) Effects of Cyclic Intermediate Principal Stress on the Deformation of Saturated Clay. Journal of Geotechnical and Geoenvironmental Engineering, 144 (8). 4018052pp. doi:10.1061/(asce)gt.1943-5606.0001924
 
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