共 74 条
- [1] LEE K L, FARHOOMAND I., Compressibility and crushing of granular soil in anisotropic triaxial, Canadian Geotechnical Journal, 4, 1, pp. 68-86, (1976)
- [2] BIAREZ J, HICHER P Y., Influence of grading and grain breakage induced grading change on themechanical behavior of granular materials, French Journal of Civil Engineering, 1, 4, pp. 607-631, (1997)
- [3] MARSAL R J., Large-scale testing of rockfills materials, Journal of the Soil Mechanics and Foundation Engineering, ASCE, 93, 2, pp. 27-44, (1967)
- [4] HARDIN B O., Crushing of Soil Particles, Journal of Geotechnical Engineering, 111, 10, pp. 1177-1192, (1985)
- [5] EINAV I., Breakage mechanics-part I: theory, Journal of the Mechanics and Physics of Solids, 55, 6, pp. 1274-1297, (2007)
- [6] YIN Zhenyu, XU Qiang, HU Wei, Constitutive relations for granular materials considering particle crushing: review and development, Chinese Journal of Geotechnical Engineering, 34, 12, pp. 2170-2180, (2012)
- [7] LIU Enlong, TAN Yanlin, CHEN Shengshui, Et al., Investigation on critical state of rockfill materials, Journal of Hydraulic Engineering, 39, 5, pp. 505-511, (2012)
- [8] ZHANG Jiru, ZHANG Biwen, HU Yong, Et al., Predicting the particle breakage of granular geomaterials, Chinese Journal of Rock Mechanics and Engineering, 35, 9, pp. 1898-1905, (2016)
- [9] JIA Yufeng, WANG Bingshen, CHI Shichun, Particle breakage of rockfill during triaxial tests, Chinese Journal of Geotechnical Engineering, 37, 9, pp. 1692-1697, (2015)
- [10] CAI Zhengyin, LI Xiaomei, GUAN Yunfei, Et al., Particle breakage rules of rockfill materials, Chinese Journal of Geotechnical Engineering, 38, 5, pp. 923-929, (2016)