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Zhang, Wangcheng; Pan, Yutao; Bransby, Fraser; Mesri, Gholamreza; Zhang, Lingfeng (2025) Discussion: Scale effects during cone penetration in spatially variable clays. Géotechnique, 75 (6). doi:10.1680/jgeot.24.00900

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Reference TypeJournal (article/letter/editorial)
TitleDiscussion: Scale effects during cone penetration in spatially variable clays
JournalGéotechnique
AuthorsZhang, WangchengAuthor
Pan, YutaoAuthor
Bransby, FraserAuthor
Mesri, GholamrezaAuthor
Zhang, LingfengAuthor
Year2025 (June 1)Volume75
Issue6
PublisherEmerald
DOIdoi:10.1680/jgeot.24.00900Search in ResearchGate
Generate Citation Formats
Mindat Ref. ID18528033Long-form Identifiermindat:1:5:18528033:8
GUID0
Full ReferenceZhang, Wangcheng; Pan, Yutao; Bransby, Fraser; Mesri, Gholamreza; Zhang, Lingfeng (2025) Discussion: Scale effects during cone penetration in spatially variable clays. Géotechnique, 75 (6). doi:10.1680/jgeot.24.00900
Plain TextZhang, Wangcheng; Pan, Yutao; Bransby, Fraser; Mesri, Gholamreza; Zhang, Lingfeng (2025) Discussion: Scale effects during cone penetration in spatially variable clays. Géotechnique, 75 (6). doi:10.1680/jgeot.24.00900
In(2025, June) Géotechnique Vol. 75 (6). Thomas Telford Ltd.

References Listed

These are the references the publisher has listed as being connected to the article. Please check the article itself for the full list of references which may differ. Not all references are currently linkable within the Digital Library.

Bjerrum L. (1973) Proceedings of the 8th international conference on soil mechanics and foundation engineering (ICSMFE) 3, 109
Kenney, T. C. (1963) Permeability Ratio of Repeatedly Layered Soils. Géotechnique, 13 (4). 325-333 doi:10.1680/geot.1963.13.4.325
Kenney T. C. (1976) Bjerrum memorial volume , 15
LOW, H.E., LUNNE, T., ANDERSEN, K.H., SJURSEN, M.A., LI, X., RANDOLPH, M.F. (2010) Estimation of intact and remoulded undrained shear strengths from penetration tests in soft clays. Géotechnique, 60 (11). 843-859 doi:10.1680/geot.9.p.017
Not Yet Imported: Journal of the Geotechnical Engineering Division - journal-article : 10.1061/AJGEB6.0005026

If you would like this item imported into the Digital Library, please contact us quoting Journal ID
Mesri, G. (1989) A reevaluation of using laboratory shear tests. Canadian Geotechnical Journal, 26 (1). 162-164 doi:10.1139/t89-017
Mesri, C. (2001) Undrained shear strength of soft clays from push cone penetration test. Géotechnique, 51 (2). 167-168 doi:10.1680/geot.2001.51.2.167
Terzaghi K. (1996) Soil mechanics in engineering practice
Zhang, Wangcheng, Pan, Yutao, Bransby, Fraser (2022) Scale effects during cone penetration in spatially variable clays. Géotechnique, 72 (1) 78-90 doi:10.1680/jgeot.20.p.086

See Also

These are possibly similar items as determined by title/reference text matching only.

Zhang, Wangcheng, Pan, Yutao, Bransby, Fraser (2022) Scale effects during cone penetration in spatially variable clays. Géotechnique, 72 (1) 78-90 doi:10.1680/jgeot.20.p.086
Zhang, Longfei; Zhang, Wangcheng; Wang, Yang; Osman, Ashraf (2025) Approximate upper- and lower-bound analyses of translational rainfall-induced landslides in curvilinear hillslopes. Géotechnique, 75 (7). doi:10.1680/jgeot.23.00263
Mesri, C. (2001) Undrained shear strength of soft clays from push cone penetration test. Géotechnique, 51 (2). 167-168 doi:10.1680/geot.2001.51.2.167
Wang, Ci, O'Loughlin, Conleth D., Bransby, Fraser, Watson, Phil, Zhou, Zefeng (2025) Time-dependent processes influencing offshore foundations in clay: an experimental study on plate anchors. Géotechnique, 75 (1). doi:10.1680/jgeot.22.00389
Boschi, Katia, Arroyo, Marcos, Monforte, Lluís, Carbonell, Josep Maria, Gens, Antonio (2025) Coupled hydromechanical modelling of cone penetration in layered liquefiable soils. Géotechnique, 75 (3). doi:10.1680/jgeot.23.00164
(2025) Publisher’s note. Géotechnique, 75 (6). doi:10.1680/jgeot.2025.75.6.715
(2025) Géotechnique reviewers. Géotechnique, 75 (2). doi:10.1680/jgeot.2025.75.2.291
Mo, Pin-Qiang, Cai, Guojun, Wang, Kuan-Jun, Eslami, Abolfazl, Yu, Hai-Sui (2025) Cavity expansion-based interpretation of piezocone penetration test (CPTu) data in clays. Géotechnique, 75 (2). doi:10.1680/jgeot.23.00045
Brown, P. J., Downing, M. C. (2001) Discussion: Fall-cone penetration and water content relationships of clays. Géotechnique, 51 (9). 819-821 doi:10.1680/geot.2001.51.9.819
(2025) Publisher’s note. Géotechnique, 75 (7). doi:10.1680/jgeot.2025.75.7.845
(2025) Publisher’s note. Géotechnique, 75 (5). doi:10.1680/jgeot.2025.75.5.581
 
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