Low temperature preparation of ceria solid solutions doubly doped with rare-earth and alkali-earth and their properties as solid oxide fuel cells

A series of solid electrolytes, (Ce(0.8)Ln(0.2))(1 - x)MxO2 - delta(Ln = La, Nd, Sm, Gd, M:Alkali-earth), were prepared by amorphous citrate gel method. XRD patterns indicate that a pure fluorite phase is formed at 800 degreesC. The electrical conductivity and the AC impedance spectra were measured. XPS spectra show that the oxygen vacancies increase owing to the MO doping, which results in the increase of the oxygen ionic transport number and conductivity. The performance of ceria-based solid electrolyte is improved. The effects of rare-earth and alkali-earth ions on the electricity were discussed. The open-circuit voltages and maximum power density of planar solid oxide fuel cell using (Ce0.8Sm0.2)(1 - 0.05)Ca0.05O2 - delta as electrolyte are 0.86 V and 33 mW . cm(-2), respectively.

Research on modified electrode of conducting polymer .2. Characteristics of polypyrrole film doped with heteropolyanions

Polypyrrole film electrode with Co(W2O7)(6)(10-) and CuW12O406- ions were synthesised in aqueous solutions, The electrode possesses a good stability and cyclic voltammetric behavior in weakly acidic or near neutral solutions, The redox of CuW12O406- ion can be catalysed by the polypyrrole film, The ESR measurement of the polypyrrole film with Co(W2O7)(6)(10-) and CuW12O406- ions indicates that the heteropolyanions not only play the role of neutralizing electricity in the polypyrrole film, contrasted with the film containing NO3-, but also Interact with the polypyrrole molecular chain to form some additive compound, The additive compound affects the electric structure elf the polypyrrole film and is unstable at more positive or more negative potentials.

Study on the modified electrode of conducting polymers .3. Electron spin resonance characteristic of polypyrrole film electrode doped with heteropolyanions

The ESR of PPy films doped with Co (W2O7)(6)(10-) and CuW12O406- ions were reported and discussed. Results show that heteropolyanions not only play the role of neutralizing electricity in the PPy film, but also interact with the PPy molecular chain to form some adducts. The adducts affect the electronic structure of the PPy film and are unstable at more positive or more negative potentials. Dysonian ESR lineshape was recorded for the dry PPy film with CuW12O406- for the first time.

膨胀土化学改性实验研究

Expansive soil is a kind of typical unsaturated soil with characteristics of high swelling-shrinking deformation, cracks and over consolidation. It is very harmful to civil engineering, As a new processing method deal with expansive soil, Chemistry treatment has widespread applied in developed countries such as Europe and America, and also gained remarkable result. Based on the embankment filling soil improving testing projects in Meng-Xin freeway, this paper proposed a new processing method to expansive soil embankment wrapped with PAS-treated soil, experimental study of expansive soil chemical improved by PAS is been carried out. The water content change is the external factor which causes expansive soil to have swelling-shrinkage deformation. this reflected that the soil body swelling-shrinkage characteristic mainly depends on its mineral ingredient and the soil-water mutual function. This paper takes expansive soil as one kind of ordinary high plastic clay from angle of clay-water mutual function explained the expansive soil swelling-shrinkage deformation mechanism on microscopic. And take this swelling-shrinkage mechanism as the master line, Cooperates with the China Academy of Chemistry, we developed the new method PAS treatment, trough ionic exchange, joint, package and flocculation, the stronger static electricity function weakened the level through adsorption and the stronger static electricity function, PAS can weakened the negative charge repulsion between levels, causes the electric potential to reduce, diffusion layer thickness to be thinner, and improves the water affinity performance of expansive soil effectively. Moreover the space network architecture compromised with PAS and soil enhanced the joint strength between the clay particles , enable the soil body to have comparatively high strength and the distortion rate. pointed proposed the PAS modified principle. Combine with the construction of experimented road, this paper sums up and presents the construction craft and technology requirement of PAS treatment to expansive soil embankment. Through many experimental studied the basic physical property, the intensity characteristic and water stability changes of expansive soil and PAS-treated soil. The results of study indicate that adding lime into the expansive soil can reduce the content of clay gain obviously, reduce the plasticity notably, increase the strength greatly, control the property of swelling and shrinking effectively, and can meliorate the stability of sucking water clearly. Simultaneity PAS don’t change the cultivate capacity of the soil, the modified slope of the embankment can adopt plant fixed slope method as ecology protection. Finally the processing effect of use different treatment has analyzed through numerical simulation, summarized the PAS chemical wrapping treatment process in the actual project application, and appraised its processing effect and the project efficiency. The research indicated that PAS chemical treatment is one effective method to improve expansive soil. Compare with long-distance replacement, especially in the high plastic expansive soil massive distribution area, PAS treatment has the very greatly economical superiority to be promoted. The study in the paper not only afforded technique method to Meng-Xin expressway construction but also important for improvement of the expressway construction theory in swelling soil areas. Key words: PAS; expansive soil; swelling-shrinkage deformation mechanism; wrapping embankment; chemical modified treatment.

东大别山晚中生代主剪切带及伸展构造研究

Dabie shan lies between Northchina crust and Yangzi crust, which is the result of the collisional orogenen in Triassic period. The biggest area of UHP metamorphic zone have been found in Dabie Shan, which have been verified formed during the course of collision and extrusion after orogenic activity. The Dabie shan is divisioned into four parts, which are North Huaiyang metamorphic zone, North Dabie complex zone, South Dabie ultra-high pressure metamorphic zone and Susong metamorphic zone. Extension structure of late Mesozoic is the key to explain the intrusion and outcrop of UHP metamorphic rocks in Dabie Shan. During the course of structure evolution of the Dabie shan in late Mesozoic period, Luotian dome was formed with the old gneiss lifting from the core of the Dabie shan. There are four enormous ductile zone circled Luotian dorm. Xiaotian-mozitan shear zone is the limit of North Huaiyang metamorphic zone and North Dabie complex zone; Shuihou-wuhe shear zone is the limit of North Dabie complex zone and South Dabie ultra-high pressure metamorphic zone; Taihu-mamiao shears zone is the limit of South Dabie ultra-high pressure metamorphic zone and Susong metamorphic zone and Susong-Qingshuihe shear zone is the south limit of Susong metamorphic zone; the old stress at Dabie shan in late Mesozoic was about 90MPa through the experiment of transmission electricity microscope. The main four ductile shear zone of Dabie shan all have the characteristic of detachment, Xiaotian-mozitan shear zone detached to NNE, the detachment direction of Shuihou-wuhe shear zone and Taihu-mamiao shears zone is SSE, and Susong-Qingshuihe shear zone is SW. The finite strain measurement show that Xiaotian-mozitan shear zone have experienced detachment which was more than 50km, and the detachment of Susong-Qingshuihe shear zone was more than 12km in late Mesozoic; the Flin parameter of Shuihou-wuhe shear zone is much smaller than 1(0.01-0.1), which show that this shear zone was squeezed when it was formed and the initiative function of Luotian granite intrusion during the course of detachment. The Flin parameter of Taihu-mamiao shears zone is above 1(1.1) and Susong-Qingshuihe shear zone is much more than 1(7.6), which show that they are formed in the state of extension at the beginning. These all Flin parameter imply a transition from pure shear to simple shear of the south three shear zone circling Luotian dome from north to south. The rock group analysis show that the rocks inside shear zone encountered middle or high temperature metamorphic activity. The single mineral ~(40)Ar/~(39)Ar age of the main shear zone at Dabie shan show that the three shear zone north to Luotian dome were formed about 190Ma.Taihu-mamiao shear zone was the earliest, Susong shear zone was later than former, and Shuihou-wuhe sheanaone was the latest. They were all the chanel of returning of UHP metamorphic rocks, so they all representative the returning age of UHP metamorphic rocks. The final outcrop of these UHP metamorphic rocks was due to the detachment aroused by the enormous magma intrusion. The biotite age of deformed rocks in Susong-Qingshuihe shear zone is in average 126Ma, and the age of Xiaotian-mozitan is about 125Ma, which is in the same time or a little later than magma intrusion of Luotian dome, and imply that granite intrusion of late Mesozoic in Dabie orogenen is the reason of the detachment.

龙滩水电站左岸边坡监测信息系统研制及其监测资料分析

Guangxi Longtan Hydropower Station is not only a representative project of West Developing and Power Transmission from West to East in China, but also the second Hydropower Station to Three Gorges Project which is under construction in China. There are 770 X 104m3 creeping rock mass on the left bank slope in upper reaches, in which laid 9 water inlet tunnels and some underground plant buildings. Since the 435m high excavated slope threatens the security of the Dam, its deformation and stability is of great importance to the power station.Based on the Autodesk Map2004, Longtan Hydropower Station Monitoring Information System on Left Bank has been basically finished on the whole. Integrating the hydropower station monitoring information into Geographic Information System(GIS) environment, managers and engineers can dynamically gain the deformation information of the slop by query the symbols. By this means, designers can improve the correctness of analysis, and make a strategic and proper decision. Since the system is beneficial to effectively manage the monitoring-data, equitably save the cost of design and safe construction, and decrease the workload of the engineers, it is a successful application to the combination of hydropower station monitoring information management and computer information system technology.At the same time, on the basis of the geological analysis and rock mass toppling deformation and failure mechanism analysis of Longtan engineering left bank slope, the synthetic space-time analysis and influence factors analysis on the surface monitoring data and deep rock mass monitoring data of A-zone on left bank slope are carried on. It shows that the main intrinsic factor that effects the deformation of Zone A is the argillite limestone interbedding toppling structure, and its main external factors are rain and slope excavation. What's more, Degree of Reinforcement Demand(DRD) has been used to evaluate the slop reinforce effect of Zone A on left bank according to the Engineering Geomechanics-mate-Synthetics(EGMS). The result shows that the slop has been effective reinforced, and it is more stable after reinforce.At last, on the basis of contrasting with several forecast models, a synthetic forecast GRAV model has been presented and used to forecast the deformation of zone A on left bank in generating electricity period. The result indicates that GRAV model has good forecast precision, strong stability, and practical valuable reliability.