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131.
132.
Emergency response to water-related disasters is an important part of many coalmine operations in China. It usually consists
of both incident prevention measures and rescue counter-plans. In principle, prevention is always the top priority, followed
by rescue. The prevention measures relies on thorough understanding of the mine hydrogeology, correct identification of water
burst risk levels, and an effective monitoring program for inundations. The emergency rescue is initiated when an accident
occurs, and a rescue plan often includes a self-rescue and mutual-rescue program. 相似文献
133.
新疆库车盆地吉迪克组的地层时代和沉积环境 总被引:4,自引:0,他引:4
库盆地吉迪组分布十分广泛,它是储油层和油、气田的盖层,主要由碎屑岩或碎屑岩与石膏岩的互层组成,沉积厚度301.4-1081m。这套地层中富含有孔虫、介形类、抱粉、轮藻和腹足类等化石,通过古生物群的分折研究,可确定其沉积时代为中新世,更确切地说为中新世早、中期。通过沉积物特征和古生物群中广海、底栖有孔虫,咸水型介形类,水生植物抱粉和沟鞭藻等门类的分析,大致可确定沉积物的物源主要来自盆地北部的南天山山脉。沉积物颗粒自北向南由粗变细,水体中的含盐度自西向东逐渐升高,沉积了石膏、石盐和钙芒硝等盐类物质;推测在中新世早、中期库车盆地可能与塔里木盆地西部的喀什-乌恰-带残留海相连通。 相似文献
134.
Extremum solutions to the limit equilibrium method subjected to physical admissibility 总被引:2,自引:0,他引:2
In the slope stability analysis, the interslice force calculated by the method of slices is the internal force of the slope in the limit equilibrium state, which is vital to the design of reinforcement. However, none of the existing methods can guarantee a priori the interslice force is reasonable. Starting from the global analysis procedure, an optimization problem for maximizing the factor of safety is posed under the constraints that the system of forces in the sliding body is physically admissible. In the problem, both the factor of safety and the normal stress along the slip surface are taken as the independent variables. With weak nonlinearity and no numerical problems inherent in the methods of slices, the optimization problem can be solved by those conventional optimization techniques. No assumption is made regarding the interslice forces, but the system of forces from the optimization problem is physically admissible. To bracket the factor of safety, meanwhile, the minimum of the factor of safety is calculated through a minimization process under the same constraints as the maximization process. It is illustrated that for smooth slip surfaces, the solutions to the maximum and the minimum almost coincide, and for non-smooth slip surfaces, the interval of the solution is very narrow. 相似文献
135.
136.
The purpose of this study was to investigate the effect of bus suspension systems on building vibrations and dynamic pavement loads. Building vibrations and pavement loads induced by two instrumented buses having different characteristics were measured simultaneously under controlled field conditions. Field tests were performed at several vehicle speeds, normal and reduced tire pressures, and with roads having good surface condition as well as abrupt surface irregularities. Tests were carried out at two vibration complaint sites in Montréal. The level and frequency content of vibrations and loads induced by the two buses were evaluated and compared. The results show that the dynamic component of pavement loads induced by the two buses were significantly different but the difference in building vibration levels was not as significant. 相似文献
137.
138.
By using idealized numerical simulations, the impact of tropical cyclone size on secondary eyewall formation (SEF) is examined. Both unbalanced boundary layer and balanced processes are examined to reveal the underlying mechanism. The results show that a tropical cyclone (TC) with a larger initial size favors a quicker SEF and a larger outer eyewall. For a TC with a larger initial size, it will lead to a stronger surface entropy flux, and thus more active outer convection. Meanwhile, a greater inertial stability helps the conversion from diabatic heating to kinetic energy. Furthermore, the progressively broadening of the tangential wind field will induce significant boundary layer imbalances. This unbalanced boundary layer process results in a supergradient wind zone that acts as an important mechanism for triggering and maintaining deep convection. In short, different behaviors of balanced and unbalanced processes associated with the initial wind profile lead to different development rates of the secondary eyewall. 相似文献
139.