海洋表面油膜的合成孔径雷达图像检测

论述了海洋油气藏烃类渗漏在海洋表面形成的浮油膜特征，并讨论了海面油膜的存在对海面短重力波的影响和海洋合成孔径雷达（ＳＡＲ）图像的后向散射系数σ°的调制，及油膜在ＳＡＲ图像上的特征，探讨了对ＳＡＲ图像进行处理以降低雷达斑点噪声，增强图像上油膜特征的方法。指出了ＳＡＲ图像用于检测海面油膜的可行性。试图建立利用ＳＡＲ图像检测海洋油气藏烃类渗漏形成的海面油膜的依据。     

冲绳海槽火山岩--揭示弧后盆地早期扩张动力学过程的钥匙

简述了冲绳海槽火山岩的研究意义、研究历史、现状及存在问题，提出了今后深入研究的思路与展望，指出应基于现代地球化学理论和方法，从板块构造沟弧盆体系岩浆作用的角度，将冲绳海槽这一典型幼年期弧后盆地中复杂多变的火山岩作整合型归纳和思考，既揭示不同岩石系列的成因联系，又注重将岩浆作用与构造环境相结合，并在与成熟弧后盆地火山岩的对比中揭示弧后盆地早期扩张过程中岩浆作用的特性、规律与标志，以揭示弧后盆地早期扩张的构造动力学过程。     

一种用于小体积偏置探测器锥束CT系统的反投影滤波重建算法

在传统的CT系统中,系统的硬件成本和计算量都是非常巨大的.本文深入分析了一种利用偏移放置的面阵探测器的锥束CT系统,在这种系统中X射线束仅仅覆盖被扫描物体的一半体积,投影数据在探测器方向上是截断的,探测器尺寸和投影数据量都减少为传统CT系统的一半.在这种扫描方式下,现有的重建方法是首先利用重排算法获得180度范围内的平行束投影数据,然后再利用滤波反投影(FBP)算法重建出物体的三维图像.但是重排算法不可避免地会引入误差,降低重建图像的空间分辨率.本文提出了一种反投影滤波(BPF)形式的直接反投影重建方法,该方法不需要对投影数据重排,直接反投影滤波重建出最终的图像.因此,该算法在数学上更简洁,计算速度更快,能够更多地保留重建图像的高频信息.最后,数值模拟实验结果验证了该系统和重建算法能够获得高质量的CT图像.     

Clarification of regional and local in situ stresses using the compact conical-ended borehole overcoring technique and numerical analysis

Abstract Stress measurement is performed to estimate the states of in situ rock stress at the Torigata open‐pit limestone mine in Japan using the compact conical‐ended borehole overcoring (CCBO) technique. A set of back and forward analyses are then carried out to evaluate the states of regional and local in situ rock stresses and the mine‐induced rock slope stability using a 3‐D finite element model. The maximum horizontal local in situ rock stress measured by the CCBO technique acts in the northeast–southwest direction. The horizontal regional tectonic stresses obtained by the back analysis are in good agreement with those of the horizontal local in situ rock stress measured by the CCBO technique. However, the horizontal regional tectonic stress is more compressive than the horizontal local in situ rock stress. This is because the horizontal regional stress due to gravity is not considered in the back‐analyzed horizontal regional tectonic stress, but it is included in the local in situ rock stress measured by the CCBO technique. The local stress obtained by the forward analysis, especially its horizontal components, is in good agreement with the horizontal local in situ rock stress measured by the CCBO technique, and the magnitude of the vertical normal stress increases more rapidly than those of the horizontal normal stresses with depth. As a result, the ratio of the horizontal normal stress to the vertical normal stress is largest at the nearest excavation level and decreases with depth. This means that the stress field within the mine‐induced rock slope is affected by the horizontal components of the local in situ rock stress.     

A Fragmentation Modelling Framework for Underground Ring Blasting Applications

Empirical approaches for predicting fragmentation from blasting continue to play a significant role in the mining industry in spite of a number of inherent limitations associated with such methods. These methods can be successfully applied provided the users understand or recognize their limitations. Arguably, the most successful empirical based fragmentation models have been those applicable to surface blasting (e.g., Kuz-Ram/Kuznetsov based models). With widespread adoption of fragmentation assessment technologies in underground operations, an opportunity has arisen to extend and further develop these type approaches to underground production blasting.

This paper discusses the development of a new fragmentation modelling framework for underground ring blasting applications. The approach is based on the back-analysis of geotechnical, blasting and fragmentation data gathered at the Ridgeway sub level caving (SLC) operation in conjunction with experiences from a number of surface blasting operations.

The basis of the model are, relating a peak particle velocity (PPV) breakage threshold to a breakage uniformity index; modelling of the coarse end of the size distribution with the Rosin-Rammler distribution; and modelling the generation of fines with a newly developed approach that allows the prediction of the volume of crushing around blastholes.

Preliminary validations of the proposed model have shown encouraging results. Further testing and validation of the proposed model framework continues and the approach is currently being incorporated into an underground blast design and analysis software to facilitate its application.     

东秦岭二郎坪弧后盆地双向式俯冲特征

二郎坪弧后盆地是北秦岭早生古代活动大陆边缘沟－弧－盆系统的重要组成部分,现今二郎坪岩群是古弧后盆地的物质残存,记录了盆地演化方式和过程,沉积建造和岩浆作用研究发同,在二郎坪弧后盆地南北两侧各发育一套活动型陆缘沉积体系和一系列府冲型花岗岩,变形构造解析反映出主造山期早期沿弧后盆地两侧各形成一套韧性推覆构造系,并具对冲型几何学样式,为俯冲带典型构造,综合分析表明,弧后盆地在造山早期分别俯冲于南部秦岭古岛弧和北部宽坪古陆之下,具双向式俯冲特征。     

高稳定度的低能X射线管高压发生器的研制

介绍了一种用于X荧光分析中激发X射线管的低功率，高稳定度的高压发生器。采用逆程变压器(FBT)产生高压的方式和脉幅调制(PAM)稳压的方法，实现电路简单可靠，易小型化。同时，详细分析了其工作原理和主要电路，给出了试验数据。该高压发生器达到了设计要求，已投入实际应用多年，并体现出高稳定性和高可靠性的特点。     

Application of extended Kalman filter to back analysis of the natural stress state accounting for measuring uncertainties

In this work, we present a numerical procedure for determining the nature stress state in the rock mass around a tunnel. A finite element method is applied for analyzing the direct problems of tunneling during the back analysis of parameter estimation, in which a no‐tension elastic–plastic model is used to simulate the elastic–tensile and elastic–plastic‐tensile failure states which often occur in the cases of underground excavation in heavily jointed rock masses. By considering the natural stress state as random parameters of the tunneling system, the Kalman filter method is employed for feedback analysis to modify the parameter values in a statistical context, which uses the prior information in the process of estimation and employs a set of displacements obtained from field measurements. To verify the effectiveness of the proposed method of inverse analysis, the developed numerical procedure is applied to a synthetic example of deep tunnels in yielding rock masses. The relative importance of the a priori and updating information is investigated, as is the importance of their uncertainty. The results show great potential of the proposed approach. Copyright © 2010 John Wiley & Sons, Ltd.     

Estimation of effective stress parameter of unsaturated soils by using artificial neural networks

Great efforts are required for determination of the effective stress parameter χ, applying the unsaturated testing procedure, since unsaturated soils that have the three‐phase system exhibit complex mechanical behavior. Therefore, it seems more reasonable to use the empirical methods for estimation of χ. The objective of this study is to investigate the practicability of using artificial neural networks (ANNs) to model the complex relationship between basic soil parameters, matric suction and the parameter χ. Five ANN models with different input parameters were developed. Feed‐forward back propagation was applied in the analyses as a learning algorithm. The data collected from the available literature were used for training and testing the ANN models. Furthermore, unsaturated triaxial tests were carried out under drained condition on compacted specimens. ANN models were validated by a part of data sets collected from the literature and data obtained from the current study, which were not included in the training phase. The analyses showed that the results obtained from ANN models are in satisfactory agreement with the experimental results and ANNs can be used as reliable tool for prediction of χ. Copyright © 2007 John Wiley & Sons, Ltd.