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Huang, Bingquan, Bathurst, Richard J., Hatami, Kianoosh (2009) Numerical Study of Reinforced Soil Segmental Walls Using Three Different Constitutive Soil Models. Journal of Geotechnical and Geoenvironmental Engineering, 135 (10). 1486-1498 doi:10.1061/(asce)gt.1943-5606.0000092

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Reference TypeJournal (article/letter/editorial)
TitleNumerical Study of Reinforced Soil Segmental Walls Using Three Different Constitutive Soil Models
JournalJournal of Geotechnical and Geoenvironmental Engineering
AuthorsHuang, BingquanAuthor
Bathurst, Richard J.Author
Hatami, KianooshAuthor
Year2009 (October)Volume135
Issue10
PublisherAmerican Society of Civil Engineers (ASCE)
DOIdoi:10.1061/(asce)gt.1943-5606.0000092Search in ResearchGate
Generate Citation Formats
Mindat Ref. ID9704783Long-form Identifiermindat:1:5:9704783:8
GUID0
Full ReferenceHuang, Bingquan, Bathurst, Richard J., Hatami, Kianoosh (2009) Numerical Study of Reinforced Soil Segmental Walls Using Three Different Constitutive Soil Models. Journal of Geotechnical and Geoenvironmental Engineering, 135 (10). 1486-1498 doi:10.1061/(asce)gt.1943-5606.0000092
Plain TextHuang, Bingquan, Bathurst, Richard J., Hatami, Kianoosh (2009) Numerical Study of Reinforced Soil Segmental Walls Using Three Different Constitutive Soil Models. Journal of Geotechnical and Geoenvironmental Engineering, 135 (10). 1486-1498 doi:10.1061/(asce)gt.1943-5606.0000092
In(2009, October) Journal of Geotechnical and Geoenvironmental Engineering Vol. 135 (10) American Society of Civil Engineers (ASCE)

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Hatami, Kianoosh, Bathurst, Richard J. (2006) Numerical Model for Reinforced Soil Segmental Walls under Surcharge Loading. Journal of Geotechnical and Geoenvironmental Engineering, 132 (6). 673-684 doi:10.1061/(asce)1090-0241(2006)132:6(673)
Huang, Bingquan, Bathurst, Richard J., Allen, Tony M. (2012) LRFD Calibration for Steel Strip Reinforced Soil Walls. Journal of Geotechnical and Geoenvironmental Engineering, 138 (8). 922-933 doi:10.1061/(asce)gt.1943-5606.0000665
Huang, Bingquan, Bathurst, Richard J., Hatami, Kianoosh, Allen, Tony M. (2010) Influence of toe restraint on reinforced soil segmental walls. Canadian Geotechnical Journal, 47 (8). 885-904 doi:10.1139/t10-002
Allen, Tony M., Bathurst, Richard J. (2015) Improved Simplified Method for Prediction of Loads in Reinforced Soil Walls. Journal of Geotechnical and Geoenvironmental Engineering, 141 (11). 4015049pp. doi:10.1061/(asce)gt.1943-5606.0001355
Allen, Tony M., Bathurst, Richard J. (2018) Application of the Simplified Stiffness Method to Design of Reinforced Soil Walls. Journal of Geotechnical and Geoenvironmental Engineering, 144 (5). 4018024pp. doi:10.1061/(asce)gt.1943-5606.0001874
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
Lin, Peiyuan, Bathurst, Richard J. (2022) LRFD Calibration of Facing Limit States for Soil Nail Walls. Journal of Geotechnical and Geoenvironmental Engineering, 148 (11) doi:10.1061/(asce)gt.1943-5606.0002908
Bathurst, Richard J., Nernheim, Axel, Allen, Tony M. (2009) Predicted Loads in Steel Reinforced Soil Walls Using the AASHTO Simplified Method. Journal of Geotechnical and Geoenvironmental Engineering, 135 (2). 177-184 doi:10.1061/(asce)1090-0241(2009)135:2(177)
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
Hatami, Kianoosh, Bathurst, Richard J (2005) Development and verification of a numerical model for the analysis of geosynthetic-reinforced soil segmental walls under working stress conditions. Canadian Geotechnical Journal, 42 (4). 1066-1085 doi:10.1139/t05-040
Lin, Peiyuan, Bathurst, Richard J. (2018) Reliability-Based Internal Limit State Analysis and Design of Soil Nails Using Different Load and Resistance Models. Journal of Geotechnical and Geoenvironmental Engineering, 144 (5). 4018022pp. doi:10.1061/(asce)gt.1943-5606.0001862
 
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