Loading and unloading of a thick-walled cylinder of critical-state soils: large strain analysis with applications-Reference-Cited by-同舟云学术

Loading and unloading of a thick-walled cylinder of critical-state soils: large strain analysis with applications

Published:2020-06-04 Issue:1 Volume:16 Page:237-261
ISSN:1861-1125
Container-title:Acta Geotechnica
language:en
Short-container-title:Acta Geotech.

Author:

Zhuang Pei-Zhi,Yu Hai-Sui,Mooney Sacha Jon,Mo Pin-Qiang^ORCID

Funder

State Key Laboratory for GeoMechanics and Deep Underground Engineering

International Mobility Fund from the University of Leeds

National Natural Science Foundation of China

Natural Science Foundation of Jiangsu Province

‘Taishan’ Scholar Program of Shandong Province

‘Qilu’ Scholar Program of Shandong University

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

http://link.springer.com/content/pdf/10.1007/s11440-020-00994-w.pdf

Reference75 articles.

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3. Abdulhadi NO, Germaine JT, Whittle AJ (2011) Thick-walled cylinder testing of clays for the study of wellbore instability. Geotech Test J 34(6):746–754

4. Akl SA, Whittle AJ (2016) Validation of soil models for wellbore stability in ductile formations using laboratory TWC tests. J Geotech Geoenviron Eng 143(2):04016095

5. Alsiny A, Vardoulakis I, Drescher A (1992) Deformation localization in cavity inflation experiments on dry sand. Geotechnique 42(3):395–410

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