Measurement of cyclic response of railway embankments and underlying soft peat foundations to heavy axle loads

作者: Michael T. Hendry , C. Derek Martin , S. Lee Barbour

DOI: 10.1139/CGJ-2012-0118

关键词:

摘要: This paper presents the deformation and pore-water pressure response within peat foundations below three different railway embankments in to cyclic heavy axle loading. The study sites incl...

参考文章(21)
Mohamed. A. Shahin, Buddhima Indraratna, Parametric study on the resilient response of ballasted railway track using numerical modelling GeoCongress 2006. pp. 1- 6 ,(2006) , 10.1061/40803(187)85
MUSKEG ENGINEERING HANDBOOK University of Toronto Press. ,(1969) , 10.3138/9781442654129
H G Poulos, E.H. Davis, Elastic solutions for soil and rock mechanics ,(1973)
Michael T. Hendry, Jitendra S. Sharma, C. Derek Martin, S. Lee Barbour, Effect of fibre content and structure on anisotropic elastic stiffness and shear strength of peat Canadian Geotechnical Journal. ,vol. 49, pp. 403- 415 ,(2012) , 10.1139/T2012-003
D. SHENG, S. ZHANG, F. NIU, G. CHENG, A potential new frost heave mechanism in high-speed railway embankments Geotechnique. ,vol. 64, pp. 144- 154 ,(2014) , 10.1680/GEOT.13.P.042
L. D. Suits, T. C. Sheahan, Michael T. Hendry, S. Lee Barbour, C. Derek Martin, An Evaluation of Real-Time Deformation Monitoring Using Motion Capture Instrumentation and Its Application in Monitoring Railway Foundations Geotechnical Testing Journal. ,vol. 34, pp. 103285- ,(2011) , 10.1520/GTJ103285
J Li, D.W Ding, Nonlinear elastic behavior of fiber-reinforced soil under cyclic loading Soil Dynamics and Earthquake Engineering. ,vol. 22, pp. 977- 983 ,(2002) , 10.1016/S0267-7261(02)00122-7
Arvind Kumar, Baljit Singh Walia, Jatinder Mohan, Compressive strength of fiber reinforced highly compressible clay Construction and Building Materials. ,vol. 20, pp. 1063- 1068 ,(2006) , 10.1016/J.CONBUILDMAT.2005.02.027
R. C. Wong, P. R. Thomson, E. S. Choi, In Situ Pore Pressure Responses of Native Peat and Soil Under Train Load: A Case Study Journal of Geotechnical and Geoenvironmental Engineering. ,vol. 132, pp. 1360- 1369 ,(2006) , 10.1061/(ASCE)1090-0241(2006)132:10(1360)