新疆额尔齐斯金矿带构造控矿规律研究

额尔齐斯金矿带位于新疆阿尔泰南缘。地质研究表明,发生于晚石炭世—早二叠世的金成矿作用在整个额尔齐斯金矿带中广泛发育,明显受额尔齐斯韧性剪切带及其次级断裂的控制。通过对额尔齐斯构造带及其中发育的21个金矿床(点)尤其是多拉纳萨依、托库孜巴依、萨尔布拉克、科克萨依和马热勒铁等金矿床控矿构造的研究,作者提出如下新认识:额尔齐斯韧性剪切带总体上具有向东收敛、向西散开的基本形式,控矿构造具有向东单一(仅为韧性剪切构造)、向西复杂(脆韧性构造叠加于韧性构造和中酸性岩体上)的特点,由此控制的金成矿作用具有“东浅西深、东弱西强”等6条基本规律。在此基础上,结合EH4深部地球物理测量结果,指出额尔齐斯金矿带西部哈巴河地区和中部富蕴地区是形成大型金矿床的有利地区。     

陇中黄土高原区旱地春小麦产量对干旱胁迫响应的模拟研究

为进一步探明陇中黄土高原区旱地春小麦产量形成对不同干旱胁迫的响应机制,依据甘肃省定西市安定区凤翔镇安家沟村2016—2018年大田控水试验数据以及定西市安定区1971—2018年气象数据,验证农业生产系统模拟(Agricultural production systems simulation,APSIM)模型模拟不同...     

双相各向异性介质中弹性波方程的有限元解法及波场模拟

基于双相各向异性介质模型,首先推导了双相各向异性介质中弹性波传播的动力学方程及其Galerkin变分方程和有限元运动方程,然后给出了孔隙弹性波方程的有限元数值解法以及二维双相PTL介质中波场模拟的人为吸收边界条件. 最后,利用本文给出的有限元方法对双相PTL介质和双相各向同性介质中的弹性波传播进行了数值模拟. 结果表明:有限元方法和吸收边界条件有效、可行,在理想相界条件下,不论是从固体位移,还是从流体位移的波场快照都能看到明显的慢速拟P波;在黏滞相界情况下,能否观察到慢速拟P波,与含流体地层介质的耗散性质有关.对实际含流体介质,从流体位移分量的波场快照比从固体位移波场快照更容易观察到慢速拟P波.     

Fracture mechanics analysis of multiple cracks in anisotropic media

This paper presents a single‐domain boundary element method (BEM) for linear elastic fracture mechanics analysis in the two‐dimensional anisotropic material. In this formulation, the displacement integral equation is collocated on the un‐cracked boundary only, and the traction integral equation is collocated on one side of the crack surface only. A special crack‐tip element was introduced to capture exactly the crack‐tip behavior. A computer program with the FORTRAN language has been developed to effectively calculate the stress intensity factors of an anisotropic material. This BEM program has been verified having a good accuracy with the previous researches. Furthermore, by analyzing the different anisotropic degree cracks in a finite plate, we found that the stress intensity factors of crack tips had apparent influence by the geometry forms of cracks and media with different anisotropic degrees. Copyright © 2010 John Wiley & Sons, Ltd.     

Predicting the dependency of a degree of saturation on void ratio and suction using effective stress principle for unsaturated soils

The paper presents an approach to predicting variation of a degree of saturation in unsaturated soils with void ratio and suction. The approach is based on the effective stress principle for unsaturated soils and several underlying assumptions. It focuses on the main drying and wetting processes and does not incorporate the effects of hydraulic hysteresis. It leads to the dependency of water retention curve (WRC) on void ratio, which does not require any material parameters apart from the parameters specifying WRC for the reference void ratio. Its validity is demonstrated by comparing predictions with the experimental data on four different soils taken over from the literature. Good correlation between the measured and predicted behaviour indirectly supports applicability of the effective stress principle for unsaturated soils. Copyright © 2009 John Wiley & Sons, Ltd.     

Borehole failure analysis in a sandstone under anisotropic stresses

Borehole failure under anisotropic stresses in a sandstone is analyze numerically for various borehole sizes using a nonlinear elastic–plastic constitutive model for a Cosserat continuum. Borehole failure is identified as macroscopic failure of the borehole through the development of shear bands and breakouts. The results compare well both qualitatively and quantitatively with experimental results from polyaxial tests on Red Wildmoor sandstone. They show that the hole size effect of the borehole failure strength is independent of the far‐field stress anisotropy and follows a ? power law of the hole size. A similar scale effect equation with a ? power law is proposed for the scale effect of the maximum plastic shear strain at failure. This equation can be useful for better predicting hole‐size‐dependent failure with standard codes based on classical continua. The effect of stress anisotropy on the borehole failure stress is found to be independent of the hole size. The failure stress decreases linearly to 40% as the stress anisotropy increases. However, the maximum plastic shear strain at failure is stress anisotropy independent and therefore the critical plastic shear strain for failure is only hole‐size dependent. Copyright © 2009 John Wiley & Sons, Ltd.     

The “unrevealed casualties” of the Irish mortgage crisis: Analysing the broader impacts of mortgage market financialisation

Since 2008, extensive research has examined the impacts of mortgage market financialisation, particularly the socio-spatial patterns of mortgage defaults and foreclosures. However, these standard statistical indicators of mortgage difficulty only capture the ‘overt casualties’ of the crisis, overlooking the mass of households who meet their mortgage commitments, but do so at considerable cost to quality of life. The impacts of the crisis on these ‘unrevealed casualties’ has received insufficient attention within the literature. As such, this article develops a framework to assess mortgage stress levels using standard and atypical indicators of mortgage payment difficulty. This framework differentiates between the ‘overt’ and ‘unrevealed’ casualties and is applied through a case study of suburban Dublin mortgagors to examine the characteristics of these groups, determine the key factors driving their mortgage stress and assess how their attitudes towards homeownership are being reshaped. The results suggest the impact of the mortgage crisis is much larger than previously considered, affecting a more diverse range of suburban households, many of whom may be one financial or non-financial trigger event away from developing a more serious payments problem. Banks’ reckless lending practices are among the strongest predictors of mortgage stress, demonstrating how the failure to adequately regulate banking practices has had detrimental financial impacts for households at the suburban scale. Attitudes toward homeownership and its investment function are increasingly negative, demonstrating how the primary rationale for homeownership expansion (i.e. its potential for wealth creation) is being revaluated by mortgaged households in the wake of the crash.     

基于五种油源的中重度风化溢油的常规鉴定指标的应用效果评估

本文利用采集于我国三大油田的五种原油样品开展了长达210天的溢油风化模拟实验,并依据相对偏差和重复性限数学分析法,进行溢油风化过程分析和诊断比值应用效果评估。研究结果表明:经过210天的风化,溢油鉴定诊断比值发生明显改变;其中来源于萜烷、甾烷和多环芳烃的诊断比值变化率要远低于正构烷烃,可用于中长期风化溢油鉴定。此外,研究发现,在这些有效诊断比值中有4个变化率较小,相对偏差低于5%,保持了较好的稳定性,更适合于重度风化溢油鉴定。     

用ArcIMS建立震源机制解数据发布系统方法浅析

随着WebGIS(网络地理信息系统)应用的不断深入,我们将WebGIS技术引入到震源机制解数据分析,通过将数据库信息与地理空间属性信息相结合,实现了数据库信息图形化,统计分析自动化,数据访问和查询网络化。本文通过介绍用ArcI MS3.1建立震源机制解数据发布系统,论述了ArcI MS体系结构,详述了中国及邻区地震震源机制解数据发布系统的总体结构和用ArcI MS建立震源机制解数据发布系统的方法,并就系统开发中的技术要点进行了论述。     

黄河三角洲潮滩剖面特征

利用验潮、潮滩水准测量、沉积物分析和遥感资料,分析了黄河三角洲不同岸段潮滩的特征。水准测量表明,侵蚀潮滩剖面形态为下凹,而淤积潮滩则上凸,由高潮线至低潮线,潮滩沉积物均变粗,这种变粗趋势在北部侵蚀岸段和河口侧缘明显,在河口南侧稳定海岸则不明显。潮滩沉积物含水量为12.2%~32.2%,平均为21%,海滩表层沉积物不排水剪切强度在0.1~0.35 kg/cm2之间。受局限岸滩的平面形态和剖面形态受到周围大坝地形影响,具有和砂质海滩类似的形态,显示波浪对该潮滩的作用强烈,根据剖面测量结果与遥感图像,发现河口北侧有一个小的冲积扇。