不同桑树品种在土壤水分胁迫下膜伤害和保护酶活性变化

以北方蚕区现行主要桑树品种选792、沙2、新一之舽、陕305、湖桑32号、农桑14号的1年生绿枝扦插苗为实验材料,研究了水分胁迫对不同桑树品种的膜伤害和保护酶活性的影响。在水分胁迫下,细胞膜受到伤害,细胞膜透性增加,电导率随之增强,作为膜脂过氧化产物的丙二醛(MDA)含量增加,各品种细胞膜受到的伤害度有差异。保护酶SOD、POD、CAT活性都表现出先升后降的变化趋势,但变化规律又有所不同。推测各品种抗旱性存在较大差异,6个供试桑品种抗旱能力从大到小依次为选792>陕305>农桑14号>湖桑32号>新一之舽>沙2。     

土著微生物对尾矿中重金属的淋滤研究

生物淋滤对尾矿的重金属污染处理的效果已经得到了广泛的认可.在对酸性尾矿中的土著氧化硫硫杆菌以及氧化亚铁硫杆菌进行分离以及加富培养的基础上，分别运用单一菌种以及混合菌种对尾矿样本进行淋滤处理.通过12 d的淋滤实验，实验室结果表明，分离出的氧化亚铁硫杆菌以及氧化硫硫杆菌等土著微生物具有较高的利用价值.同时实验表明，在采用适当菌种的前提下，尾矿中重金属的溶解率都得到了不同程度的提高：土著氧化亚铁硫杆菌对Zn的淋滤效果最好，达到了98.12%；对于Cu的淋滤，土著氧化亚铁硫杆菌与土著氧化硫硫杆菌的混合菌种的效果最好，达到88.75%.     

Hoffmann液压机构压力波动的动态特性仿真

在传统的“统治”观念中,政府是公共产品、公共服务、社会福利的唯一提供者,而现代“治理”理念认为,公共治理的主体是多元的,NPO也是重要的治理主体。综观各个国家公共领域的发展,建立合作伙伴关系已经成为各国的共识。当前,NPO的迅速崛起和全球化已经被看成是影响未来全球发展的主要因素之一。在我国,构建政府与NPO之间的合作伙伴关系同样是政府与NPO关系发展的未来走向,两者合作伙伴关系的构建离不开政府主导作用的发挥,也离不开NPO的充分发展和社会的支持。     

墙体呈延性剪切破坏所需的水平钢筋配筋率

利用中国30个省区的数据检验了中国经济相容于巴拉萨-萨缪尔森效应的程度,结果表明：各省区的相对劳动生产率的差异与相对价格的关系符合巴拉萨-萨缪尔森效应理论所描述的特征。对各省区的相对劳动生产率与相对价格进行逐个的协整检验,结果表明：有23个省区的数据符合理论所预示,这也从一个角度提供了各省区通货膨胀率长期存在差异的解释。进一步研究发现,生产率的差异与各省区的实际汇率之间存在较弱的长期协整关系。     

Experimental Analysis of Construction Time Space Effect for Large Span and Flat Multi Arch Tunnel

For the large span and flat, together with the interaction effect of construction and disturbance of surrounding rock, the mechanical of large span and flat multi arch tunnel is very complicated, and the time space effect is different from that of two lane multi arch tunnel or separated tunnel. Adopting the “CTSSSRH”, the 3 D dynamic process of the tunnel construction was simulated. Analyzing the rule of surrounding rock displacement and stress with excavation, the time space effect of large span and flat multi arch tunnel was proposed.     

Safety Assessment of Circular Arches Tunnel Evacuation on Surrounding Geotechnical Environment

Based on the stochastic medium theory, influence on the surrounding rock and soil by tunnel excavation was studied. formula for predicting movement and deformation of rock and soil mass caused by tunnelling were deduced. And especially for the tunnel with circular arch section, half analytic solution for this problem was put forward. Furthermore, a program was developed to compute the movement and deformation of the rock and soil mass resulted from excavation. The deformation failure criterion of stochastic medium for estimating the surroundings safety was provided and was applied in an engineering example, which proved that the results of the research were reasonable and significant for the tunnel safety construction.     

Damage Evolution and Acoustic Emission Character of Coalrock under Unloading Condition

The damage failure mechanisms of coalrock under unloading condition during deep mining is different from those under traditional loading condition, starting from the unloading condition position to study the dynamic disaster of coalrock has become a new direction in the disaster study. The rock mechanics electrohydraulic servo test system (MTS815) and acoustic emission system (8CHS PCI 2) are used to study the coalrock deformation damage and acoustic emission (AE) characteristics. The results show that the failure of coalrock under unloading condition exhibits strong brittleness and happens in sudden and is mostly of tensile shear failure type. The evolution curve of cumulative ring down count of acoustic emission can better reflect the coalrock unloading damage evolution process, and the whole unloading failure process can be divided into three stages: the stage of damage weakening, damage stably development stage and the stage of accelerated damage development. During the mining process the confining pressure of the coalrock is unloaded, the coalrock rapidly arrives at the third stage of the whole unloading failure process, and the damage is accumulated rapidly and the fracture failure of coalrok occurred suddenly, then follows the coalrock dynamic disaster.     

Effect of Microorganisms on Some Engineering Properties of Silt

The microbiology was introduced in foundation treatment. Several Carbonate mineralization microorganisms and polysaccharides viscose microorganisms were screened and the microorganisms No.ATCC 6453,3,polysaccharides viscose microorganisms 5 and 6 were used in silt modification. The engineering properties of silt before and after modification were compared by unconfined compressive strength test and indoor seepage test. The microstructures of silt incorporating different microorganisms were analysed by mean of scanning electron microscope and energy dispersive X ray (EDX) analysis. And the modification mechanism of silt has been revealed. These studies indicate that certain engineering properties of silt can be improved by incorporating microorganisms.     

Analysis and Application of Creep External Uncertainty in Practice

Based on the measured data from the construction site, the prediction uncertainty of the CEB FIP MC90 due to the variation of the calculation parameters (i.e. the external uncertainty) and their sensitivity are analyzed with the help of statistical method and Latin Hypercube sampling method. Three conclusions can be deduced from the analysis. Those are a)the external uncertainty and its decreasing rate of the CEB FIP MC90 reduce with the time increasing, b)the creep coefficient increases with the increasing temperature while decreases with the increase of other calculation parameters, c)in accordance with the degrees of effect to the creep uncertainty, the first three calculation parameters are relative humidity, loading age and temperature, if the variation of the loading age is not taken into acount, the uncertainty of the creep pridection will be underestimated. Also, a method to analyze the uncertainty of the bridge structure due to the creep prediction uncertainty is proposed after the creep uncertain factor, which is the standard of the uncertainty of the creep, is introduced. An exmaple is analyzed in this paper using the random sampling method and the method presented in this paper. Through drawing a comparison between the results from different methods, the method presented in this paper appears to be feasible and efficient.     

The optimal energy efficiency of wireless networks nodes based on solar cells

To improve the energy efficiency of solar cells in wireless sensor networks nodes, the energy relationship between solar cells and the wireless sensor networks nodes is studied. An adaptive algorithm is adopted to ensure the wireless sensor networks work normally at different sunlight intensities. An energy model is designed that reveals the energy relationship between the output power of the solar cells and the power of nodes working normally at a standard sunlight intensity. The experimental results show that the model represents the adaptive energy relationship between the solar cells and the nodes, ensures that the nodes work stably in a long term, and extends the life cycle of the sensor networks as long as possible. The model has important guiding significance for wireless sensor networks designation.