A fragmentation criterion for highly viscous bubbly magmas estimated from shock tube experiments

When a highly viscous bubbly magma is sufficiently decompressed, layer-by-layer fracturing propagates through the magma at a certain speed (fragmentation speed). On the basis of a recent shock tube theory by Koyaguchi and Mitani [Koyaguchi, T., Mitani, N. K., 2005. A theoretical model for fragmentation of viscous bubbly magmas in shock tubes. Journal of Geophysical Research 110 (B10), B10202. doi:10.1029/2004JB003513.], gas overpressures at the fragmentation surface are estimated from experimental data on fragmentation speed in shock tube experiments for natural volcanic rocks with various porosities. The results show that gas overpressure at the fragmentation surface increases as initial sample pressure increases and sample porosity decreases. We propose a new fragmentation criterion to explain the relationship between the gas overpressure at the fragmentation surface, the initial pressure and the porosity. Our criterion is based on the idea that total fragmentation of highly viscous bubbly magmas occurs when the tensile stress at the midpoint between bubbles exceeds a critical value. We obtain satisfactory agreement between our simulation and experiment when we assume that the critical value is inversely proportional to the square root of bubble wall thickness. This fragmentation criterion suggests that long micro-cracks or equivalent flaws (e.g., irregular-shaped bubbles) that reach the midpoints between bubbles are a dominant factor to determine the bulk strength of the bubbly magma.     

双层散体材料桩复合地基固结理论

研究了考虑涂抹效应和应力集中效应的双层散体材料桩复合地基固结解析解及其工程应用,分不同情况讨论了特征根的可能变化规律,也讨论了解析解转化为双层竖井地基以及双层天然地基的普遍适用性。研究发现,固结速率随井径比的减小、水平向渗透系数比的增大和桩体刚度的增大而增加;底面排水条件对双层散体材料桩复合地基的固结影响,在井径比不是很大的情况下影响不大;是否考虑应力集中效应对计算结果影响较大。     

含圆柱形弹性夹杂地基沉降量的解析解

研究各向同性地基中含一个圆柱形弹性夹杂的地基沉陷问题。考虑全场的应力、变形特征,运用复变函数的罗朗级数展开技术,构造合适的应力函数,结合夹杂的边界条件和无穷远的性态,获得了全场复势的解析表达。数值结果显示：由于两相材料剪切模量之比的不同,在某个范围内沉陷量大于基底中点沉陷;在这个范围之外,则小于基底中点沉陷。当夹杂埋深为夹杂半径的5倍以上时,就可以运用所得结果,而不致引起太大误差;含圆形隧洞和刚性夹杂的问题可作为特殊情况得到。     

桩-土相互作用影响的模型试验研究

通过将模型试验、现场实测的结果与弹性理论解进行对比,指出弹性理论解夸大了桩-桩、桩-土、土-土相互作用影响,造成沉降计算值偏大和过高估计桩顶反力的不均匀性（或筏底地基土反力的不均匀性）,并提出对弹性理论解进行修正的途径和方法。     

溪洛渡水电站某危岩体稳定性及加固措施研究

在现场调查分析的基础上,提出了溪洛渡水电站某危岩体的两种可能失稳模式（剪切坠落或拉裂倾倒失稳）,进而建立了相应的稳定性计算极限平衡力学模型,而且对危岩体的变形和破坏特征进行了数值模拟分析,分析结果表明,危岩体抗拉裂倾倒稳定性较差,剪切坠落失稳的稳定性系数较高。在稳定性分析的基础上,计算出危岩体倾倒失稳时,安全系数为1.5时的锚固力,进而提出了危岩体加固方案：充填凹岩腔+填充裂隙+预应力锚索＋锚杆联合加固,数值模拟表明此加固方案效果良好。     

基于分布式光纤传感技术的渗流监测理论研究

从阐述多孔介质传热过程出发,逐一分析了在非渗流及渗流情况下,光纤与多孔介质之间的传热过程,详细分析了光纤与水流对流的传热过程,推导了多孔介质中渗流水和光纤之间的换热系数计算公式。在一定假设条件下,推导了导热系数（渗流流速）、加热功率和温升的非渗流情况与渗流情况监测理论方程,为分布式光纤传感技术监测渗流的应用提供了坚实的理论基础。     

Gamma-ray emission from individual classical novae

Classical novae are important producers of radioactive nuclei, such as ⁷Be, ¹³N, ¹⁸F, ²²Na and ²⁶Al. The disintegration of these nuclei produces positrons (except for ⁷Be) that through annihilation with electrons produce photons of energies 511 keV and below. Furthermore, ⁷Be and ²²Na decay producing photons with energies of 478 and 1275 keV, respectively, well in the γ-ray domain. Therefore, novae are potential sources of γ-ray emission. We have developed two codes in order to analyse carefully the γ-ray emission of individual classical novae: a hydrodynamical one, which follows both the accretion and the explosion stages, and a Monte Carlo one, able to treat both production and transfer of γ-ray photons. Both codes have been coupled in order to simulate realistic explosions. The properties of γ-ray spectra and γ-ray light curves (for the continuum and for the lines at 511, 478 and 1275 keV) have been analysed, with a special emphasis on the difference between carbon–oxygen and oxygen–neon novae. Predictions of detectability of individual novae by the future SPI spectrometer on board the INTEGRAL satellite are made. Concerning ²⁶Al, its decay produces photons of 1809 keV but this occurs on a time-scale much longer than the typical time interval between nova outbursts in the Galaxy, making it undetectable in individual novae. The accumulated emission of ²⁶Al from many Galactic novae has not been modelled in this paper.     

利益相关者对旅游产业的认知差异分析

基于一般系统论和博弈论理论,对旅游产业利益相关者进行界定,分析了各利益主体对旅游产业认知差异,认为主要表现在政策、经济、社会文化、环境保护等4个方面.由于认知差异的存在,各利益主体行为对旅游产业产生了正面影响和负面影响,针对负面影响提出了相应的对策,旨在促进旅游产业发展达到一种利益均衡、责权对称的状态.     

区域城镇点-轴系统空间结构的分形模型

点—轴系统是我国区域城镇空间结构的主要模式之一。探索城镇点—轴系统空间结构,进而揭示其数理本质,是进行地理空间优化的理论基础。文章从分形理论出发,构建点—轴系统分形模型,明确该模型的地理意义,以此刻画点—轴系统的空间结构。利用GIS软件开发了点—轴系统分形模型计算工具。以济南市城镇—交通系统为例,在GIS数据环境下计算其分形模型参数,研究结果发现：{1}区域点—轴系统发育到一定阶段的确呈现分形性质,点—轴系统分形模型可以有效地反映点—轴系统空间结构形态;{2}无标度性、分形、有序性是地理空间的不同状态,推论得出随着点—轴系统的发展,其空间结构也经历着无序→无标度网络→分形结构→有序→更为复杂的无序的演进过程;{3}济南市城镇—交通系统已经形成点—轴系统的雏形,城镇点—轴系统处于发展阶段。     

基于频率摄动理论识别悬臂梁损伤方法的试验研究

将悬臂梁的振动理论和矩阵摄动理论相结合,推出悬臂梁损伤或缺陷的识别公式.通过2根钢悬臂梁的试验,测出其损伤前后的频率,并根据测试结果对梁的损伤程度进行判定.结果表明,用摄动理论不仅可以识别悬臂构件的损伤位置,还可以定量求出其损伤程度.