Environmental Engineering Reference
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Bathurst, R.J., Huang, B. and Allen, T.M. 2012. Interpretation of laboratory creep testing for reli-
ability-based analysis and load and resistance factor design (LRFD) calibration.
Geosynthetics
International
19(1): 39-53.
Bathurst, R.J., Miyata, Y. and Konami, T. 2011c. Limit states design calibration for internal stability of
multi-anchor walls.
Soils and Foundations
51(6): 1051-1064.
Bathurst, R.J., Nernheim, A. and Allen, T.M. 2008b. Comparison of measured and predicted loads
using the coherent gravity method for steel soil walls.
Ground Improvement
161(3): 113-120.
Bathurst, R.J., Nernheim, A. and Allen, T.M. 2009. Predicted loads in steel reinforced soil walls using the
AASHTO simplified method.
ASCE Journal of Geotechnical and Geoenvironmental Engineering
135(2): 177-184.
CSA. 2006.
Canadian Highway Bridge Design Code (CHBDC)
. CSA Standard S6-06. Canadian
Standards Association (CSA), Toronto, Ontario.
Huang, B., Bathurst, R.J. and Allen, T.M. 2012. Load and resistance factor design (LRFD) calibra-
tion for steel strip reinforced soil walls.
ASCE Journal of Geotechnical and Geoenvironmental
Engineering
138(8): 922-933.
Miyata, Y. and Bathurst, R.J. 2012a. Measured and predicted loads in steel strip reinforced c-φ soil
walls in Japan.
Soils and Foundations
52(1): 1-17.
Miyata, Y. and Bathurst, R.J. 2012b. Analysis and calibration of default steel strip pullout models used
in Japan.
Soils and Foundations
52(3): 481-497.
Nowak, A.S. 1999.
Calibration of LRFD Bridge Design Code
. NCHRP Report 368, National
Cooperative Highway Research Program, Transportation Research Board, Washington, DC, USA.
Nowak, A.S. and Collins, K.R. 2000.
Reliability of Structures
. McGraw-Hill, New York, NY, USA.
Paikowsky, S.G., Birgisson, B., McVay, M., Nguyen, T., Kuo, C., Baecher, G., Ayyub, B. et al. 2004.
Load
and Resistance Factor Design (LRFD) for Deep Foundations
. NCHRP Report 507, National
Cooperative Highway Research Program, Transportation Research Board, Washington, DC, USA.
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