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order and reversible; 4) The overall reaction rate of single particle is controlled by the rate of chemical reaction at the interface and can be described by shrinking core model; 5) The process of gas...; (8) where rc is the radius of unreacted core; rs is the particle radius; kr is the reaction rate constant at interface......
scan rate. When n, A, , D0 and n are constants, the . It can be concluded that the diffusion coefficient of AA molecules at the Cu3V2O7(OH)2·2H2O nanobelts/GCE interface is much larger than those......
, 535: 131-140. [24] RAN Q P, SOMASUNDARAN P, MIAO C W, LIU J P, WU S S, SHEN J. Adsorption mechanism of comb polymer dispersants at the cement/water interface [J]. J Disper Sci Technol, 2010, 31......
; (14) where μ is the friction coefficient of die-tube interface. Based on the geometrical relations, axial displacement of rigid platen is obtained as △=r1α ......
metal complexes at the LixNi0.5Mn1.5O4-δ/carbonate ester electrolyte interface [J]. Journal of the American Chemical Society, 2015, 137: 3533-3539. [12] CHOI W, MANTHIRAM A. Comparison of metal ion......
): 714-721. [30] CABRAL T, IGNATIADIS I. Mechanistic study of the pyrite-solution interface during the oxidative bacterial dissolution of pyrite (FeS2) by using electrochemical techniques [J......
(II) adsorption. The positive value of △SΘ shows an increase in disorder of solid/liquid interface during adsorption. 3.8 Comparison of Cd(II) adsorption capacity with other zeolites The maximum Cd(II......
] BLANKENSHIP G W, SINGH R. A new gear mesh interface dynamic model to predict multi-dimensional force coupling and excitation [J]. Mechanism and Machine Theory, 1995, 30(1): 43–57. DOI: 10.1016/0094-114x......
and Co atoms can interdiffuse at the solution/solid interface and self-assemble to form 3D bicontinuous nanoporous structures. Meanwhile, highly active Co atoms undergo natural oxidation in aqueous......
坏. 图9 衬砌与围岩接触面滑移与开裂区分布 Fig. 9 Distribution of sliding and separation zones of interface between lining structures and surrounding rock 4 结论 1) 基于混凝土拉,剪损伤各向异性动力本构模型和围岩与衬砌动力接触分析方法,建立地......
