蒋应军.多级嵌挤骨架密实二灰碎石组成设计方法研究[J].重庆交通大学学报:自然科学版,2010,29(5):732-736. JIANG Ying-jun. Mix design method for lime-fly-ash-stabilized aggregate of multilevel dense built-in grading structure[J]. Journal of Chongqing Jiaotong University: Natural Science, 2010, 29(5): 732-736.(in Chinese)
[2]
吴传海.基于贝雷法的逐段填充对混合矿料骨架特性影响分析[J].公路,2010(7):161-167. WU Chuan-hai. Analysis on stage filling influence on conbined mineral skeleton properties based on Baley method[J]. Highway, 2010(7): 161-167.(in Chinese)
[3]
王端宜,赵 熙.沥青混合料单轴压缩试验的离散元仿真[J].华南理工大学学报:自然科学版,2009,37(7):37-41. WANG Duan-yi, ZHAO Xi. Simulation of uniaxial compression test for asphalt mixture with discrete element method[J]. Journal of South China University of Technology: Natural Science Edition, 2009, 27(7): 37-41.(in Chinese)
[4]
唐 娴,戴经梁.基于颗粒流程序的沥青混合料颗粒接触模拟[J].郑州大学学报:工学版,2009,30(1):111-114. TANG Xian, DAI Jing-liang. Simulation of particle contact of asphalt mixture based on particle flow code[J]. Journal of Zhengzhou University: Engineering Science, 2009, 30(1): 111-114.(in Chinese)
[5]
周 健,王家全,曾 远,等.土坡稳定分析的颗粒流模拟[J].岩土力学,2009,30(1):86-90. ZHOU Jian, WANG Jia-quan, ZENG Yuan, et al. Simulation of slope stability analysis by particle flow code[J]. Rock and Soil Mechanics, 2009, 30(1): 86-90.(in Chinese)
[6]
POTYONDY D O, CUNDALL P A. A bonded-particle model for rock[J]. International Journal of Rock Mechanics and Mining Sciences, 2004, 41(8): 1329-1364.
[7]
WATERS J E, LEE S, GUDURU P R. Mechanics of axisymmetric wavy surface adhesion: JKR-DMT transition solution[J]. International Journal of Solids and Structures, 2009, 46(5): 1033-1042.
[8]
XU De-wei, LIECHTI K M, RAVI-CHANDAR K, et al. On the modified tabor parameter for the JKR-DMT transition in the presence of a liquid meniscus[J]. Journal of Colloid and Interface Science, 2007, 315(2): 772-785.
[9]
蒋应军,李 ?,马庆伟,等.级配碎石力学性能影响因素的试验研究[J].交通科学与工程,2010,26(1):6-13. JIANG Ying-jun, LI Di, MA Qing-wei, et al. Experimental research on influencing factors of strength properties for graded broken stone[J]. Journal of Transport Science and Engineering, 2010, 26(1): 6-13.(in Chinese)
[10]
李 ?.基于振动法的级配碎石设计标准与设计方法研究[D].西安:长安大学,2010. LI Di. Research on graded broken stone design standard and design method based on vibrating compaction[D]. Xi’an: Chang’an University, 2010.(in Chinese)
[11]
袁万杰.多级嵌挤密实级配设计方法与路用性能研究[D].西安:长安大学,2004. YUAN Wan-jie. Road performance and design method of multilevel dense built-in gradation[D]. Xi’an: Chang’an University, 2004.(in Chinese)
[12]
陈忠达,袁万杰,高春海.多级嵌挤密实级配设计方法研究[J].中国公路学报,2006,19(1):32-37. CHEN Zhong-da, YUAN Wan-jie, GAO Chun-hai. Research on design method of multilevel dense built-in gradation[J]. China Journal of Highway and Transport, 2006, 19(1): 32-37.(in Chinese)
[13]
徐永丽,于晓坤,王 峰.水泥稳定碎石骨架密实结构的合理级配[J].东北林业大学学报,2009,37(8):102-103. XU Yong-li, YU Xiao-kun, WANG Feng. Reasonable par-ticle size distribution of framework dense structure of cement stabilizing crushed rock[J]. Journal of Northeast Forestry University, 2009, 37(8): 102-103.(in Chinese)
[14]
蒋应军.骨架密实型水泥粉煤灰碎石组成设计与路用性能[J].长安大学学报:自然科学版,2008,28(5):1-4. JIANG Ying-jun. Road performance and composition design of cement-ash stabilized aggregate of dense framework struc-ture[J]. Journal of Chang’an University: Natural Science Edition, 2008, 28(5): 1-4.(in Chinese)