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Superpave路面设计和旋转压实原理研究 被引量:5
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作者 高飞 《华东公路》 2005年第2期57-60,共4页
通过对安徽省高速公路超级路面(Superpave)的试验研究和实际施工铺筑,总结了Superpave路面的关键技术和试验路的经验,这对符合安徽省下一步Superpave建设和热拌沥青混合料(HMA)的设计提供新思路,对提高我国沥青混凝土路面的使用品质,延... 通过对安徽省高速公路超级路面(Superpave)的试验研究和实际施工铺筑,总结了Superpave路面的关键技术和试验路的经验,这对符合安徽省下一步Superpave建设和热拌沥青混合料(HMA)的设计提供新思路,对提高我国沥青混凝土路面的使用品质,延长现代沥青路面的使用性能,具有指导和现实意义;同时结合Superpave混合料方法的核心———旋转压实(SGC),分析了旋转压实原理和影响旋转压实的非材料因素。 展开更多
关键词 超级路面 旋转压实 非材料参数 级配 最佳沥青用量
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Effects of homogeneous-heterogeneous reactions in flow of Powell-Eyring fluid 被引量:1
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作者 T.Hayat M.Imtiaz A.Alsaedi 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第8期3211-3216,共6页
The steady two-dimensional flow of Powell-Eyring fluid is investigated. The flow is caused by a stretching surface with homogeneous-heterogeneous reactions. The governing nonlinear differential equations are reduced t... The steady two-dimensional flow of Powell-Eyring fluid is investigated. The flow is caused by a stretching surface with homogeneous-heterogeneous reactions. The governing nonlinear differential equations are reduced to the ordinary differential equations by similarity transformations. The analytic solutions are presented in series forms by homotopy analysis method(HAM). Convergence of the obtained series solutions is explicitly discussed. The physical significance of different parameters on the velocity and concentration profiles is discussed through graphical illustrations. It is noticed that the boundary layer thickness increases by increasing the Powell-Eyring fluid material parameter(ε) whereas it decreases by increasing the fluid material parameter(δ). Further, the concentration profile increases when Powell-Eyring fluid material parameters increase. The concentration is also an increasing function of Schmidt number and decreasing function of strength of homogeneous reaction. Also mass transfer rate increases for larger rate of heterogeneous reaction. 展开更多
关键词 Powell-Eyring fluid boundary layer flow stretching sheet homogeneous-heterogeneous reactions
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Parameter sensitivity and inversion analysis of a concrete faced rock-fill dam based on HS-BPNN algorithm 被引量:9
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作者 SUN PengMing BAO TengFei +3 位作者 GU ChongShi JIANG Ming WANG Tian SHI ZhongWen 《Science China(Technological Sciences)》 SCIE EI CAS CSCD 2016年第9期1442-1451,共10页
Considering the complex nonlinear relationship between the material parameters of a concrete faced rock-fill dam(CFRD) and its displacements, the harmony search(HS) algorithm is used to optimize the back propagation n... Considering the complex nonlinear relationship between the material parameters of a concrete faced rock-fill dam(CFRD) and its displacements, the harmony search(HS) algorithm is used to optimize the back propagation neural network(BPNN), and the HS-BPNN algorithm is formed and applied for the inversion analysis of the parameters of rock-fill materials. The sensitivity of the parameters in the Duncan and Chang's E-B model is analyzed using the orthogonal test design. The case study shows that the parameters φ0, K, Rf, and Kb are sensitive to the deformation of the rock-fill dam and the inversion analysis for these parameters is performed by the HS-BPNN algorithm. Compared with the traditional BPNN, the HS-BPNN algorithm exhibits the advantages of high convergence precision, fast convergence rate, and strong stability. 展开更多
关键词 parameter sensitivity analysis harmony search algorithm back propagation neural network parameter inversion concrete faced rock-fill dam
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