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Li, Yongqin, Zhang, Wengang, Zhang, Runhong (2022) Numerical investigation on performance of braced excavation considering soil stress-induced anisotropy. Acta Geotechnica, 17 (2) 563-575 doi:10.1007/s11440-021-01171-3

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Reference TypeJournal (article/letter/editorial)
TitleNumerical investigation on performance of braced excavation considering soil stress-induced anisotropy
JournalActa Geotechnica
AuthorsLi, YongqinAuthor
Zhang, WengangAuthor
Zhang, RunhongAuthor
Year2022 (February)Volume17
Issue2
PublisherSpringer Science and Business Media LLC
DOIdoi:10.1007/s11440-021-01171-3Search in ResearchGate
Generate Citation Formats
Mindat Ref. ID13148947Long-form Identifiermindat:1:5:13148947:1
GUID0
Full ReferenceLi, Yongqin, Zhang, Wengang, Zhang, Runhong (2022) Numerical investigation on performance of braced excavation considering soil stress-induced anisotropy. Acta Geotechnica, 17 (2) 563-575 doi:10.1007/s11440-021-01171-3
Plain TextLi, Yongqin, Zhang, Wengang, Zhang, Runhong (2022) Numerical investigation on performance of braced excavation considering soil stress-induced anisotropy. Acta Geotechnica, 17 (2) 563-575 doi:10.1007/s11440-021-01171-3
In(2022, February) Acta Geotechnica Vol. 17 (2) Springer Science and Business Media LLC

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Zhang, Runhong, Goh, Anthony Teck Chee, Li, Yongqin, Liu, Hanlong, Wang, Lin, Chen, Zhixiong, Zhang, Wengang (2022) A simple estimation model for basal heave stability of braced excavations in anisotropic clay. Acta Geotechnica, 17 (12) 5789-5800 doi:10.1007/s11440-022-01542-4
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Li, Yongqin, Goh, ATC, Zhang, Runhong, Zhang, Wengang (2023) Stability charts for undrained clay slopes considering soil anisotropic characteristics. Bulletin of Engineering Geology and the Environment, 82 (2) doi:10.1007/s10064-023-03067-w
Zhang, Runhong, Zhang, Wengang, Goh, Anthony Teck Chee (2021) Numerical investigation of pile responses caused by adjacent braced excavation in soft clays. International Journal of Geotechnical Engineering, 15 (7) 783-797 doi:10.1080/19386362.2018.1515810
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