Shear Behavior of Railway Ballast Based on Large-Scale Triaxial Tests
作者： B. Indraratna , D. Ionescu , H. D. Christie
DOI: 10.1061/(ASCE)1090-0241(1998)124:5(439)
关键词:
摘要: Quarried rock fragments (ballast) constitute one of the most commonly used construction materials in railway engineering practice. Ballast is subjected to high stress levels as well as …
asce.org参考文章(22)
Gerald Patrick Raymond, John R. Davies, Triaxial Tests on Dolomite Railroad Ballast Journal of Geotechnical and Geoenvironmental Engineering. ,vol. 104, pp. 737- 751 ,(1978) , 10.1061/AJGEB6.0000646
S M Chrismer, CONSIDERATIONS OF FACTORS AFFECTING BALLAST PERFORMANCE AMERICAN RAILWAY ENGINEERING ASSOCIATION. ,vol. 87, ,(1986)
T Jeffs, S Marich, Ballast Characteristics in the Laboratory Conference on Railway Engineering 1987: Preprints of Papers. pp. 141- ,(1987)
H F Waller, S B Hudson, EVALUATION OF CONSTRUCTION CONTROL PROCEDURES: AGGREGATE GRADATION VARIATIONS AND EFFECTS NCHRP Report. ,(1969)
G. Wayne Clough, Aleksandar S. Vesic, Behavior of Granular Materials Under High Stresses Journal of the Soil Mechanics and Foundations Division. ,vol. 94, pp. 661- 688 ,(1968) , 10.1061/JSFEAQ.0001134
Ernest T. Selig, John M. Waters, Track Geotechnology and Substructure Management ,(1995)
Thomas M. Leps, Review of shearing strength of rockfill Journal of the Soil Mechanics and Foundations Division. ,vol. 96, pp. 1159- 1170 ,(1970) , 10.1061/JSFEAQ.0001433
Kenneth L. Lee, H. Bolton Seed, Drained Strength Characteristics of Sands Journal of the Soil Mechanics and Foundations Division. ,vol. 93, pp. 117- 141 ,(1967) , 10.1061/JSFEAQ.0001048
James M. Bell, V. Miquel Ponce, SHEAR STRENGTH OF SAND AT EXTREMELY LOW PRESSURES Journal of the Soil Mechanics and Foundations Division. ,vol. 97, pp. 625- 638 ,(1971) , 10.1061/JSFEAQ.0001578
B. Indraratna, L. S. S. Wijewardena, A. S. Balasubramaniam, Large-scale triaxial testing of greywacke rockfill Geotechnique. ,vol. 43, pp. 37- 51 ,(1993) , 10.1680/GEOT.1993.43.1.37