区域产业布局优化及理论依据分析

目前关于产业布局的理论多强调其经济效益,在一定程度上忽视了环境效益和社会效益。从经济、社会与环境协调发展的角度对产业布局优化的内涵进行阐释,并论述实现区域产业布局优化的经济学、环境学及生态学理论依据。     

控制论与人工影响天气II.工程控制论在人工增雨作业中的应用与建模

人工增雨已有60余年历史,虽已取得很多成绩,仍存在很多亟待解决的科学技术问题,典型问题如作业具有一定的主观性及其与效果检验有脱节.控制论研究如何对系统施加控制作用使其表现出预定行为.作者研究工程控制论在人工增雨作业中的应用与建模问题,将工程控制论引入人工增雨作业,称作“局部控制”方法.以冷云的人工催化过程为例,以单容加延迟的过程来简化单块冷云催化核化过程,建立了有反馈的冷云催化框架模型.根据效果调整催化剂的播撒率以实施控制作用,使作业后的雨云关键参数达到预期值.这种“局部控制”方法,可使现有作业更科学化和客观定量化,只在作业设备中增加一通讯单元和作为传感/变送器以及控制器的一套专业软件即可.“局部控制”方案也可嵌入以自然控制论为框架的大范围全面全程控制问题中,简化作业的方案.     

弹性地球自转动力学理论的研究进展

地球自转的精确测定是高精度大地参考系建立的理论基础,也是天体测量学、大地测量学和地球物理学共同关注的研究领域。研究了弹性地球自转动力学的基本理论,主要内容包括:修正了固体潮和地球自转对地球惯量张量元影响的表达式;首次给出了高阶岁差章动力矩对地球自转的影响;介绍了大气对地球自转影响的数值积分法,并给出了负荷理论方法;总结了大陆水分布对地球自转影响的数值原理;研究了海洋负荷潮汐对地球自转影响的理论和方法,在推导过程中抛弃了传统的直接数值积分法,直接以负荷引力位为基础,并将海潮潮高引入表达式中,推导出了海潮对地球自转影响的有关公式。本文给出的理论公式可为动力大地测量学和天文地球动力学的研究提供理论参考和依据。     

基于模糊集合理论的GPS高程多面函数拟合模型平滑因子优选

建立GPS高程多面函数拟合模型,其平滑因子是否合适,对GPS水准高程测量精度将产生重要影响.基于模糊集合理论,提出平滑因子的优选方法,实例分析表明,该方法具有较好的实用价值.     

Q值研究动态

随着人们观测能力的提高和观测手段的改善,反映地球介质特性的仅利用天然地震波对Q值进行测量,还在实验室内对地震波的衰减理论和然地震波测量Q值的主要方法有：利用地球自由振荡资料、利用体波、利验室中对地震波衰减的研究为衰减机理提供了研究基础。这些研究都不断性及动力学过程的认识。值的研究不断深化和发展。人们不量Q值的方法进行了研究。利用天面波和利用尾波来研究Q值。而实加深了我们对于地球内部介质的特Q测用地。     

Spectral lag of gamma‐ray bursts caused by the intrinsic spectral evolution and the curvature effect

Assuming an intrinsic ‘Band’ shape spectrum and an intrinsic energy‐independent emission profile we have investigated the connection between the evolution of the rest‐frame spectral parameters and the spectral lags measured in gamma‐ray burst (GRB) pulses by using a pulse model. We first focus our attention on the evolution of the peak energy, E_0,p, and neglect the effect of the curvature effect. It is found that the evolution of E_0,p alone can produce the observed lags. When E_0,p varies from hard to soft only the positive lags can be observed. The negative lags would occur in the case of E_0,p varying from soft to hard. When the evolution of E_0,p and the low‐energy spectral index α₀ varying from soft to hard then to soft we can find the aforesaid two sorts of lags. We then examine the combined case of the spectral evolution and the curvature effect of fireball and find the observed spectral lags would increase. A sample including 15 single pulses whose spectral evolution follows hard to soft has been investigated. All the lags of these pulses are positive, which is in good agreement with our theoretical predictions. Our analysis shows that only the intrinsic spectral evolution can produce the spectral lags and the observed lags should be contributed by the intrinsic spectral evolution and the curvature effect. But it is still unclear what cause the spectral evolution (© 2011 WILEY‐VCH Verlag GmbH & Co. KGaA, Weinheim)     

Settlement Prediction Under Linearly Loading Condition

The relationship between time and settlement is a key problem in geotechnical engineering. Current methods used to predict the time-dependant settlement are based mainly on instantaneous loading condition. In this paper, the settlement curve under linearly loading condition, which is suitable for building and embankment projects, is mathematically proved to be “S” shaped. Subsequently, a new model, the Poison model, is raised to predict the settlement, and the method of parameter solution is also introduced. Finally, several problems about the Poisson prediction model are discussed.     

Influence of salinity on permeability characteristics of marine sediments

Abstract

Laboratory tests were conducted on compacted marine sediments to study the effect of salt concentration of permeating fluid on its permeability characteristics. Deep sea sediment samples were collected from water depths varying from 3700 to 4500 m off Mauritius coast. Liquid limit and plasticity index varied widely from 45 to 75 and 10 to 35, respectively. Permeability was found at different void ratios with distilled water and 0.2, 0.4, and 0.8 N NaCl solutions as permeating fluid. It was found that permeability increases with an increase in salt concentration for a given void ratio. This is explained by diffused double layer theory. Also, the rate of increase in permeability decreases with increase in salt concentration. The effect of salt concentration seemed to be less at higher void ratios.     

土体微观结构对冻胀影响的灰色关联及粗糙集评价

以季冻区粉土为研究对象,进行不同条件下室内冻胀试验,测得冻胀指标--冻胀率;同时运用扫描电子显微镜WD-5图像处理系统提取并定量化冻胀前土样微观结构参数（包括孔隙参数和结构单元体参数）。由于结构对冻胀影响具有非线性、复杂性、模糊性等特点,选择灰色关联法及粗糙集２种非线性评价方法,评价各结构参数对冻胀率的影响程度。评价结果表明：与冻胀率关联度较高的孔隙参数为形态分布分维数、平均丰度、平均圆形度和平均各向异性率,单元体参数为平均各向异性率、形态分布分维数和定向概率熵。粗糙集约简结果中,对冻胀影响较明显的孔隙参数为平均各向异性率、平均丰度、定向分维数和形态分布分维数,单元体参数为形态分布分维、平均各向异性率、平均形状系数。比较2种评价方法所得结果,分析其中的异同。最后综合考虑２种评价结果,确定8个对冻胀意义较明显的结构参数：孔隙的形态分布分维、平均丰度、平均各向异性率、定向分维数;单元体的平均各向异性率、形态分布分维、平均形状系数和定向概率熵。     

深埋顶管顶力理论计算与实测分析

针对管幕预筑法中深埋顶管顶力进行理论和实测分析。顶管顶力与垂直土压力密切相关。参照隧道开挖中垂直土压力的计算方法,常用的垂直土压力计算理论有：普氏理论和太沙基理论。在详细分析了这两种垂直土压力计算理论的适用性和缺陷之后,结合普氏理论和太沙基理论,提出了改进的垂直土压力计算理论公式,并编写MATLAB程序计算改进理论公式的数值解。改进理论既考虑了土拱效应,又考虑了拱下土体的挟持力,更符合实际土体变形情况。将普氏理论、太沙基理论和改进的理论应用于沈阳地铁新乐遗址站管幕预筑法顶管工程中,计算不同深度的两根大埋深管道顶力,并把计算与实测结果进行比较,发现普氏理论和太沙基理论计算结果都远大于实测值,改进理论计算结果稍大于实测值,更适合于深埋顶管顶力估算。