A site-selective in situ study of CO adsorption and desorption on Pt(355)

2006 ◽  
Vol 124 (7) ◽  
pp. 074712 ◽  
Author(s):  
B. Tränkenschuh ◽  
N. Fritsche ◽  
T. Fuhrmann ◽  
C. Papp ◽  
J. F. Zhu ◽  
...  

2007 ◽  
Vol 601 (4) ◽  
pp. 1108-1117 ◽  
Author(s):  
B. Tränkenschuh ◽  
C. Papp ◽  
T. Fuhrmann ◽  
R. Denecke ◽  
H.-P. Steinrück


2002 ◽  
Vol 29 (1) ◽  
pp. 973-980 ◽  
Author(s):  
T. Pery ◽  
M.G. Schweitzer ◽  
H.-R. Volpp ◽  
J. Wolfrum ◽  
L. Ciossu ◽  
...  


1996 ◽  
Vol 451 ◽  
Author(s):  
D. Lincot ◽  
M. J. Furlong ◽  
M. Froment ◽  
R. Cortes ◽  
M. C. Bernard

ABSTRACTChalcogenide semiconductors have been deposited epitaxially from aqueous solutions either chemically or electrochemically at growth rates of up to 0.7 μmhr−1. After recalling the basic principles of these deposition processes, results are presented concerning chemically deposited CdS on InP, GaP and CuInSe2 substrates, electrodeposited CdTe on InP, and CdSAnP heterostructures. Characterisation of these structures by RHEED, TEM, HRTEM, and glazing angle X ray diffraction allows to analyse the effects of substrate orientation, polarity, lattice match plus the influence of temperature on epitaxial growth. These results are discussed in terms of self organisation and a site selective growth mechanisms due to the free enegy of formation of each compound.



2019 ◽  
Author(s):  
Ting-Ting Jiang ◽  
Xu-Dong Wang ◽  
Jiang-Jing Wang ◽  
Yu-Xing Zhou ◽  
Dan-Li Zhang ◽  
...  






Water ◽  
2021 ◽  
Vol 13 (5) ◽  
pp. 738
Author(s):  
Nicola Rossi ◽  
Mario Bačić ◽  
Meho Saša Kovačević ◽  
Lovorka Librić

The design code Eurocode 7 relies on semi-probabilistic calculation procedures, through utilization of the soil parameters obtained by in situ and laboratory tests, or by the means of transformation models. To reach a prescribed safety margin, the inherent soil parameter variability is accounted for through the application of partial factors to either soil parameters directly or to the resistance. However, considering several sources of geotechnical uncertainty, including the inherent soil variability, measurement error and transformation uncertainty, full probabilistic analyses should be implemented to directly consider the site-specific variability. This paper presents the procedure of developing fragility curves for levee slope stability and piping as failure mechanisms that lead to larger breaches, where a direct influence of the flood event intensity on the probability of failure is calculated. A range of fragility curve sets is presented, considering the variability of levee material properties and varying durations of the flood event, thus providing crucial insight into the vulnerability of the levee exposed to rising water levels. The procedure is applied to the River Drava levee, a site which has shown a continuous trend of increased water levels in recent years.



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