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Allen, Tony M., Bathurst, Richard J. (2014) Performance of an 11 m high block-faced geogrid wall designed using the K-stiffness method. Canadian Geotechnical Journal, 51 (1). 16-29 doi:10.1139/cgj-2013-0261

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Reference TypeJournal (article/letter/editorial)
TitlePerformance of an 11 m high block-faced geogrid wall designed using the K-stiffness method
JournalCanadian Geotechnical Journal
AuthorsAllen, Tony M.Author
Bathurst, Richard J.Author
Year2014 (January)Volume51
Issue1
PublisherCanadian Science Publishing
DOIdoi:10.1139/cgj-2013-0261Search in ResearchGate
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Mindat Ref. ID8261036Long-form Identifiermindat:1:5:8261036:6
GUID0
Full ReferenceAllen, Tony M., Bathurst, Richard J. (2014) Performance of an 11 m high block-faced geogrid wall designed using the K-stiffness method. Canadian Geotechnical Journal, 51 (1). 16-29 doi:10.1139/cgj-2013-0261
Plain TextAllen, Tony M., Bathurst, Richard J. (2014) Performance of an 11 m high block-faced geogrid wall designed using the K-stiffness method. Canadian Geotechnical Journal, 51 (1). 16-29 doi:10.1139/cgj-2013-0261
In(2014, January) Canadian Geotechnical Journal Vol. 51 (1) Canadian Science Publishing

See Also

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Allen, Tony M., Bathurst, Richard J. (2014) Design and Performance of 6.3-m-High, Block-Faced Geogrid Wall Designed Using K-Stiffness Method. Journal of Geotechnical and Geoenvironmental Engineering, 140 (2). 4013016pp. doi:10.1061/(asce)gt.1943-5606.0001013
Bathurst, Richard J., Allen, Tony M. (2023) LRFD calibration for soil failure limit state using the Stiffness Method. Canadian Geotechnical Journal, 60 (7) 1006-1014 doi:10.1139/cgj-2022-0499
Yu, Yan, Bathurst, Richard J., Allen, Tony M., Nelson, Renald (2016) Physical and numerical modelling of a geogrid-reinforced incremental concrete panel retaining wall. Canadian Geotechnical Journal, 53 (12). 1883-1901 doi:10.1139/cgj-2016-0207
Bathurst, Richard J, Vlachopoulos, Nicholas, Walters, Dave L, Burgess, Peter G, Allen, Tony M (2006) The influence of facing stiffness on the performance of two geosynthetic reinforced soil retaining walls. Canadian Geotechnical Journal, 43 (12). 1225-1237 doi:10.1139/t06-076
Bathurst, Richard J., Lin, Peiyuan, Allen, Tony (2019) Reliability-based design of internal limit states for mechanically stabilized earth walls using geosynthetic reinforcement. Canadian Geotechnical Journal, 56 (6). 774-788 doi:10.1139/cgj-2018-0074
Yu, Yan, Bathurst, Richard J., Allen, Tony M. (2016) Numerical Modeling of the SR-18 Geogrid Reinforced Modular Block Retaining Walls. Journal of Geotechnical and Geoenvironmental Engineering, 142 (5). 4016003pp. doi:10.1061/(asce)gt.1943-5606.0001438
Bathurst, Richard J., Bozorgzadeh, Nezam, Miyata, Yoshihisa, Allen, Tony M. (2021) Reliability-based design and analysis for internal limit states of steel grid–reinforced mechanically stabilized earth walls. Canadian Geotechnical Journal, 58 (5) 695-710 doi:10.1139/cgj-2019-0820
Bathurst, Richard J., Vlachopoulos, Nicholas P., Walters, Dave L., Burgess, Peter G., Allen, Tony M. (2007) Reply to the discussions on “The influence of facing stiffness on the performance of two geosynthetic reinforced soil retaining walls”Appears in Canadian Geotechnical Journal, 44: 1479–1482 and 44: 1483. Canadian Geotechnical Journal, 44 (12). 1484-1490 doi:10.1139/t07-102
Bathurst, Richard J., Nernheim, Axel, Allen, Tony M. (2011) Closure to “Predicted Loads in Steel Reinforced Soil Walls Using the AASHTO Simplified Method” by Richard J. Bathurst, Axel Nernheim, and Tony M. Allen. Journal of Geotechnical and Geoenvironmental Engineering, 137 (12). 1307-1310 doi:10.1061/(asce)gt.1943-5606.0000588
Javankhoshdel, Sina, Bathurst, Richard J. (2014) Simplified probabilistic slope stability design charts for cohesive and cohesive-frictional (c-Ď•) soils. Canadian Geotechnical Journal, 51 (9). 1033-1045 doi:10.1139/cgj-2013-0385
Allen, Tony M., Bathurst, Richard J. (2016) Closure to “Improved Simplified Method for Prediction of Loads in Reinforced Soil Walls” by Tony M. Allen and Richard J. Bathurst. Journal of Geotechnical and Geoenvironmental Engineering, 142 (9). 7016019pp. doi:10.1061/(asce)gt.1943-5606.0001549
 
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