徐明, 陈金锋, 宋二祥. 陡坡寺中微风化料的大型三轴试验研究[J]. 岩土力学, 2010, 31(8): 2496-2500. Xu Ming, Chen Jinfeng, Song Erxiang. Large scale triaxial testing of Douposi moderately-to-slightly weathered fill materials [J]. Rock and Soil Mechanics, 2010, 31(8): 2496-2500. (in Chinese)
[2]
张嘎, 张建民. 粗颗粒土的应力应变特性及其数学描述研究[J], 岩土力学, 2004, 25(10): 1587-1591. Zhang Ga, Zhang Jianmin. Study on behavior of coarse grained soil and its modeling [J]. Rock and Soil Mechanics, 2004, 25(10): 1587-1591. (in Chinese)
[3]
刘萌成, 高玉峰, 刘汉龙. 堆石料剪胀特性大型三轴试验研究[J]. 岩土工程学报, 2008, 30(2): 205-211. Liu Mengcheng, Gao Yufeng, Liu Hanlong. Study on shear dilatancy behaviors of rockfills in large-scale triaxial tests [J]. Chinese Journal of Geotechnical Engineering, 2008, 30(2): 205-211. (in Chinese)
[4]
Yao Yangping, Yamamoto Haruyuki, Wang Naidong. Constitutive model considering sand crushing [J]. Soils and Foundations, 2008, 48(4): 603-608.
[5]
Xu Ming, Song Erxiang. Numerical simulation of the shear behavior of rockfills [J]. Computers and Geotechnics, 2009, 36(8): 1259-1264.
[6]
Bishop A W, Wesley L D. A hydraulic triaxial apparatus for controlled stress path testing [J]. Geotechnique, 1975, 25(4): 657-670.
[7]
Lade P V, Duncan J M. Stress-path dependent behavior of cohesionless soil [J]. Journal of the Geotechnical Engineering Division, 1976, 102(1): 51-68.
[8]
陈金峰, 徐明, 宋二祥, 曹光栩. 不同应力路径下石灰岩碎石力学特性的大型三轴试验研究[J]. 工程力学, 2012, 29(8): 195-201. Chen Jinfeng, Xu Ming, Song Erxiang, Cao Guangxu. Large scale triaxial testing on mechanical properties of broken limestone under various stress paths [J]. Engineering Mechanics, 2012, 29(8): 195-201. (in Chinese)
[9]
曹光栩, 徐明, 宋二祥. 反映粗粒土应力路径相关性的一种应变硬化模型[J]. 工程力学, 2013, 30(4): 83-88. Cao Guangxu, Xu Ming, Song Erxiang. A Strain Hardening model reflecting stress path correlation of coarse-grained materials [J]. Engineering Mechanics, 2013, 30(4): 83-88. (in Chinese)
[10]
Itasca Consulting Group Inc. PFC 3D (Particle Flow Code in Three Dimensions) [M]. Minneapolis: Itasca Consulting Group Inc., 2003.
[11]
Lu M, McDowell G R, The importance of modelling ballast particle shape in the discrete element method [J]. Granular Matter, 2007, 9(1/2): 69-80.
[12]
Cheng Y P, Nakata Y, Bolton M D. Discrete element simulation of crushable soil [J]. Geotechnique, 2003, 53(7): 633-641.
[13]
Bolton M D, Nakata Y, Cheng Y P. Micro- and macro-mechanical behaviour of DEM crushable materials [J]. Geotechnique, 2008, 58(6): 471-480.
[14]
Xu Ming, Song Erxiang, Chen Jinfeng. A large triaxial investigation of the stress-path-dependent behavior of compacted rock?ll [J]. Acta Geotechnica, 2012, 7(3): 167-175.
[15]
常在, 杨军, 程晓辉. 砂土强度和剪胀性的颗粒力学分析[J]. 工程力学, 2010, 27(4): 95-104. Chang Zai, Yang Jun, Cheng Xiaohui. Granular mechanical analysis of the strength and dilatancy of sands [J]. Engineering Mechanics, 2010, 27(4): 95-104. (in Chinese)
[16]
Clayton C R I. Stiffness at small strain: research and practice [J]. Geotechnique, 2011, 61(1): 5-37.
[17]
王海波, 徐明, 宋二祥. 考虑土体小应变特性的一种实用本构模型[J]. 工程力学, 2011, 28(6): 60-65. Wang Haibo, Xu Ming, Song Erxiang. A practical constitutive model of soil considering the behavior at small strains [J]. Engineering Mechanics, 2011, 28(6): 60-65. (in Chinese)