| [1] |
HU W, YIN Z Y, DANO C, et al. A constitutive model for granular materials considering grain breakage[J]. Science China Technological Sciences, 2011, 54(8): 2188-2196.
|
| [2] |
刘汉龙, 孙逸飞, 杨 贵, 等. 粗粒料颗粒破碎特性研究述评[J]. 河海大学学报(自然科学版), 2012, 40(4): 361-369. (LIU Han-long, SUN Yi-fei, YANG Gui, et al. A review of particle breakage characteristics of coarse aggregates[J]. Journal of Hohai University (Natural Sciences), 2012, 40(4): 361-369. (in Chinese))
|
| [3] |
孙海忠, 黄茂松. 考虑颗粒破碎的粗粒土临界状态弹塑性本构模型[J]. 岩土工程学报, 2010, 32(8): 1284-1290. (SUN Hai-zhong, HUANG Mao-song. Critical state elasto-plastic model for coarse granular aggregates incorporating particle breakage[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(8): 1284-1290. (in Chinese))
|
| [4] |
FOURIE A B, PAPAGEORGIOU G. Defining an appropriate steady state line for Merrriespruit gold tailings[J]. Canadian Geotechnical Journal, 2001, 38(4): 695-706.
|
| [5] |
HU W. Contribution a l’etude de l’effet d’echelle dans les materiaux granulaires[D]. Nantes: Ecole Centrale de Nantes, 2009. (HU W. Contribution to the scale effect of granular materials[D]. Nantes: Central University of Nantes, 2009. (in French))
|
| [6] |
COOP M. The mechanics of uncemented carbonate sands[J]. Géotechnique, 1990, 40(4): 607-626.
|
| [7] |
VERDUGO R, HOZ K. Strength and stiffness of coarse granular soils[C]// Proceeding of Geotechnical Symposium Soil Stress-Strain Behavior: Measurement, Modeling and Analysis. Rome, 2007: 243-252.
|
| [8] |
BIAREZ J, HICHER P Y. Influence de la granulométrie et de son évolution par ruptures de grains sur le comportement mécanique de matériaux granulaires[J]. Revue Francaise de Genie Civil, 1997, 1(4): 607-631. (Influence of grains breakage on the mechanical behaviors of granular materials [J]. Journal of French Civil Engineering, 1997, 1(4): 607-631. (in French))
|
| [9] |
DAOUADJI A, HICHER P Y, RAHMA A. An elastoplastic model for granular materials taking into account grain breakage[J]. European Journal of Mechanics-A/Solids, 2001, 20(1): 113-137.
|
| [10] |
尹振宇, 许 强, 胡 伟. 考虑颗粒破碎效应的粒状材料本构研究: 进展及发展[J]. 岩土工程学报, 2012, 34(12): 2170-2180. (YIN Zhen-yu, XU Qiang, HU Wei. Constitutive relations for granular materials considering particle crushing: review and development[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(12): 2170-2180. (in Chinese))
|
| [11] |
WOOD D M, MAEDA K. Changing grading of soil: effect on critical states[J]. Acta Geotechnica, 2007, 3(1): 3-14.
|
| [12] |
YAN W, DONG J. Effect of particle grading on the response of an idealized granular assemblage[J]. International Journal of Geomechanics, 2011, 11(4): 276-285.
|
| [13] |
BELKHATIR M, ARAB A, SCHANZ T, et al. Laboratory study on the liquefaction resistance of sand-silt mixtures: effect of grading characteristics[J]. Granular Matter, 2011, 13(5): 599-609.
|
| [14] |
YUDHBIR, ABEDINZADEH R. Quantification of particle shape and angularity using the image analyzer[J]. Geotechnical Testing Journal, 1991, 14(3): 296-308.
|
| [15] |
CHO G, DODDS J, SANTAMARINA J. Particle shape effects on packing density, stiffness, and strength: natural and crushed sands[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2006, 132(5): 591-602.
|
| [16] |
MAEDA K, FUKUMA M, NUKUDANI E. Macro and micro critical states of granular materials with different grain shapes[C]// Proceeding of the 6th International Conference on Micromechanics of Granular Media. Golden, 2009: 829-832.
|
| [17] |
CAVARRETTA I. The influence of particle characteristics on the engineering behaviour of granular materials[D]. London: Imperial College, 2009.
|
| [18] |
ISHIHARA K. Liquefaction and flow failure during earthquakes[J]. Géotechnique, 1993, 43(3): 351-415.
|
| [19] |
LI X S, WANG Y. Linear representation of steady-state line for sand[J]. Journal of Geotechnical and Geoenvironmental Engineering, 1998, 124(12): 1215-1217.
|
百度学术
下载:
