山东东营凹陷幕式成藏的流体包裹体证据

利用流体包裹体综合分析技术,研究东营凹陷不同构造区带油气成藏方式。结果证明,不同构造区带成藏期古压力及成藏方式具差异性:北部陡坡带沙四段烃源岩上储层油气成藏主要分3期,成藏方式以间歇的幕式充注为主;中央背斜主要分2期,成藏方式以突发式的幕式充注为主;南部缓坡带仅1期,早期成藏方式以持续性充注为主。在凹陷南部缓坡带孔店组的储层中发现沸腾包裹体,分析认为成藏晚期发生过幕式充注,推测在沙四烃源岩下存在新的成藏体系。东营凹陷不同区带成藏模式的确定,可为在高勘探程度地区寻找隐蔽油气藏提供理论依据。     

论地幔流体参与大水金矿成矿的可能性

通过对大水金矿时空分布及元素地球化学特征的分析研究,探讨了地幔流体参与大水金矿床成矿的可能性。大水金矿属于川甘陕＂金三角＂矿集区的一个组成部分,在时空分布上受深大断裂、壳幔混合源岩浆岩的控制,是西秦岭地区勘查发现的大型金矿床之一。研究表明,矿石及贯穿于整个成矿过程中的方解石脉的稀土配分模式总体具相对富集轻稀土的特征。流体包裹体显微测温显示矿床的成矿温度范围为105℃-400℃。包裹体（方解石）气相成分主要为CO2和H2O,液相成分中阳离子以K^＋为主,Na^＋次之;阴离子以SO4^2-为主,Cl^-次之。矿物黄铁矿的δ^34S为-1.8‰-＋4.1‰,平均值＋2.4‰,反映成矿流体中硫部分来源于地幔。热液方解石的碳、氢、氧同位素组成反映成矿流体既有来自地幔的流体,也有来自岩浆岩、地层的流体,还有明显大气降水的加入。硅化灰岩矿石及硅质岩矿石的硅同位素组成具深部或岩浆热液和热水来源的特点,其氧同位素组成具火成石英来源的特点。矿石铅与矿区岩石铅（灰岩和脉岩）的铅同位素组成比较相近,在铅同位素构造模式图及Δγ-Δβ成因分类图解中,铅属壳幔混合铅。综上可知,矿床在成矿作用过程中存在地幔流体活动。     

王集-新庄地区包裹体特征及油气成藏期次

通过采集泌阳凹陷王集-新庄地区岩心样品,对其中包裹体进行盐度特征分析、镜下观察及均一温度测定;结果表明王集-新庄地区包裹体分为两期,与盆地埋藏史和热史研究划分的早、晚两个成藏期相对应。结合生排烃史综合分析,该区油气分两期成藏,早期油气成藏期主要发生在核一段末期~廖庄组沉积期,为小规模油气成藏,该期主要生成低熟油;晚期油气成藏期主要发生在廖庄末抬升期,为大规模油气成藏,是形成现今油田的主要成藏期。利用油气包裹体进行油气成藏研究,必须和宿主矿物的矿物岩石学分析及其他成藏期次分析方法结合使用,才能使分析结果更加客观可信。     

Analytical solution of undrained cylindrical cavity expansion in saturated soil under anisotropic initial stress

This paper presents an analytical solution for undrained elasto-plastic cylindrical cavity expansion in saturated soil under anisotropic initial stress. The problem is formulated by assuming small-strain deformation in the elastic zone and large-strain deformation in the plastic zone. Plastic yielding is determined by the Tresca failure criterion and an associated flow rule. Two stress functions are used to describe the stress state in the two zones around the cavity. The elasto-plastic boundary can subsequently be determined by solving the two stress functions under the stress boundary conditions. Additionally, the cavity pressure-expansion relationship, the total stress and the excess pore pressure around the cavity wall under anisotropic initial stress can be easily obtained by application of a numerical integration. The results show that the cavity pressure and excess pore pressure under the isotropic initial total stress (K = 1) are larger than those under the anisotropic initial stress (K > 1 and K < 1), which is true at all states of the expansion. The higher value of K develops lower stress and pore pressure around the cavity wall at the ultimate states. However, the stress and excess pore pressure are not sensitive to the value of K. The present solution may be used for analyzing the uplift capacity of plate anchors in soils and Horizontal Directional Drilling (HDD) problems such as the tunneling, and pipeline installation.     

羌塘盆地南部地区布曲组砂糖状白云岩埋藏成因的新证据

羌塘盆地南部中侏罗统布曲组广泛发育东西向延伸长达100余千米的层状白云岩,它们具有典型的晶粒镶嵌结构,孔隙度最高达17.48%,且有油浸显示,是目前寻找优质储层的主要勘探目标。本文采用铸体薄片、阴极发光、包裹体测温、碳氧同位素等分析手段对这套含油白云岩进行了研究,结果表明该套白云岩为高温埋藏成因。白云岩包裹体均一温度分布在100～175℃之间,这一温度范围超过了近地表和浅埋藏阶段混合水成因白云岩范围,且雾心亮边结构的白云石在高温深埋藏阶段白云岩化过程中也可以形成,且亮边与核心光性方位一致,是空隙流体直接沉淀形成的共轴增生加大边。根据包裹体盐度的测量计算结果表明白云石化流体具有高盐度卤水特征。     

斑点抑制与多分辨率拓扑分析相结合的SAR图像河流水体提取

针对由于斑点噪声和建筑遮挡造成的高分SAR图像河流水体提取的不连续问题,本文提出一种结合自适应斑点抑制和多分辨率拓扑分析的河流水体提取方法。首先,在斑点抑制各向异性扩散中引入Beta度量以实现SAR图像的自适应滤波;其次,利用局部阈值分割和连通域标识对去噪图像中的河流水体段进行快速提取;然后,以河流水体段的最小外接凸多边形为对象构建高斯金字塔,并由此进行多分辨率拓扑分析来获得河流间断点信息;最后,由区域生长策略逐层地对间断点进行判别,实现相邻河流水体段的自动连接。采用TerraSAR-X和GF-3高分SAR图像验证提出的方法。结果表明,该方法可有效地提取完整河流水体。对多幅SAR图像提取结果的定性和定量评价验证了提出方法的有效性与稳健性。     

设计相关动载荷作用下的水下耐压结构拓扑优化

常规耐压结构拓扑优化设计研究主要集中于静水压条件下的设计相关载荷拓扑优化理论及方法。但是,在深海环境下,耐压结构可能面临内爆所产生的冲击载荷,其载荷呈现高频率的周期性变化。为研究载荷变化对耐压结构优化设计的影响,在BILE模型的基础上,结合修正的SIMP插值模型,开展不同频率、设计相关动载荷作用下的水下耐压结构拓扑优化理论及方法研究。设计相关动载荷的难点在于不仅载荷的作用位置和方向在优化过程中发生变化,且其大小也随优化过程进行而发生变化,这是与常规设计相关静载荷本质的不同。通过经典的拱形结构优化算例验证BILE模型在动力学拓扑优化中的可行性,进而研究设计相关动载荷作用下的水下耐压结构的最佳拓扑形式。研究表明,在低频时,圆环型耐压结构无明显变化,但多球交接耐压结构在交接处会出现明显材料聚集;高频时,两者均发生明显变化,得到耐压结构新形式。关于设计相关动载荷作用下的水下耐压结构拓扑优化研究,将对新型水下耐压结构的探索具有一定的工程应用价值。     

不同初始盐分浓度下土壤盐结皮的形成过程及其对蒸发的影响机理

土壤盐结皮对土壤水文过程具有重要影响,初始盐分浓度（Initial salt concentration, ISC）的差异会对盐结皮的形成过程产生不同程度的影响,从而导致土壤蒸发的差异。但目前不同ISC下盐结皮形成过程对土壤蒸发的影响机理尚不明确。因此,通过试验模拟与理论分析相结合,动态监测及分析不同ISC下砂土的盐结皮形成、蒸发、土壤表面温度动态变化过程,以期阐明不同ISC下盐结皮形成过程及其对土壤蒸发的影响机理。结果表明：ISC越高,盐结皮在土壤表面出现的时间越早,覆盖率越大,且在同样光照强度和光照时间条件下土表温度增幅越小,蒸发量也越小;对数函数能较好地拟合不同ISC与累积蒸发量之间的关系（R²>0.90）;随着ISC的增加,盐结皮对土壤蒸发抑制效率从24.14%（10 g·L^-1）增大到71.99%（250 g·L^-1）。ISC会显著影响盐结皮形成的过程,并通过影响土表温度的变化进而导致土壤蒸发出现巨大差异。     

Public participation and climate change adaptation: avoiding the illusion of inclusion

Public participation is commonly advocated in policy responses to climate change. Here we discuss prospects for inclusive approaches to adaptation, drawing particularly on studies of long-term coastal management in the UK and elsewhere. We affirm that public participation is an important normative goal in formulating response to climate change risks, but argue that its practice must learn from existing critiques of participatory processes in other contexts. Involving a wide range of stakeholders in decision-making presents fundamental challenges for climate policy, many of which are embedded in relations of power. In the case of anticipatory responses to climate change, these challenges are magnified because of the long-term and uncertain nature of the problem. Without due consideration of these issues, a tension between principles of public participation and anticipatory adaptation is likely to emerge and may result in an overly managed form of inclusion that is unlikely to satisfy either participatory or instrumental goals. Alternative, more narrowly instrumental, approaches to participation are more likely to succeed in this context, as long as the scope and limitations of public involvement are made explicit from the outset.     

Method of initial parameters for laterally loaded piles embedded in layered soils

The method of initial parameters (MIP) was originally developed to solve the problem of a beam on an elastic foundation with applied concentrated forces along the span, which introduce discontinuities in the mathematical formulation of the problem. MIP is modified in this paper so that it can be used for solving the problem of a laterally loaded pile with discontinuities due to soil layering along the length of the pile. In this paper, the basis of MIP is outlined, and its use to find the deflection, slope, bending moment and shear force of laterally loaded piles is illustrated. Example problems of laterally loaded piles embedded in multi-layered soil media are provided.