主分量变换在油气异常信息提取中的作用

本文介绍了机载细分红外图像增强油气信息的计算机图像处理方法和主分量变换对提取油气信息的作用以及处理后的结果。     

大气温度对斜拉桥主梁线型影响探讨

介绍斜拉桥主梁施工中，大气温度对主梁线型的影响规律，提出了一些有用的结论和建议。     

剪切指向转换的韧性剪切带——中国大陆科学钻探工程(CCSD)主孔中韧性剪切带(深度2010～2145m)的EBSD特征及运动学研究

位于苏鲁超高压变质地体南部的中国大陆科学钻探工程(CCSD)主孔深度1596～2038m的榴辉岩段和2038～2500m的片麻岩段之间存在一条厚一百余米的韧性剪切带(深度2010～2145m).韧性剪切带由糜棱岩化退变榴辉岩、花岗质糜棱岩等强应变岩石组成,韧性剪切带的面理倾向SEE,倾角由上部平均52°向中、下部平均32°转变,拉伸线理产状与面理倾向近一致,是220～200Ma期间折返应变的产物.糜棱岩化退变榴辉岩和花岗质糜棱岩的显微构造与石英晶格优选方位显示了折返阶段早期自SEE向NWW逆冲剪切指向以及后期自NWW向SEE正滑剪切指向转化的应变行为.CCSD主孔2010～2145m韧性剪切带的形成与它位于以榴辉岩为主的岩性.构造单元与其下以片麻岩为主的岩性.构造单元的界线附近有密切联系.第一期超高压阶段南北向韧性剪切作用形成的叶理、拉伸线理产状及相关的岩石类型与第二期、第三期阶段SEE-NWW向折返变形明显不同.     

淮北平原浅表层沉积土承载力特征及其螺旋板检测评定方法研究

针对淮北平原地区浅表层沉积土典型地质单元,选取代表性试验区域,开展了螺旋板载荷、平板载荷和静力触探等原位测试,分析了含钙质结核黏土、新近沉积粉土、粉砂3种地基的承载力特性,重点探讨了不同类型土体的螺旋板载荷试验p-s曲线特征、承载力特征值确定方法和值域范围,并与静探和平板载荷试验数据进行对比,分析其相关关系和变化规律。研究结果表明:一般性黏土、粉质黏土和粉土的承载力较低,钙质结核黏性土和粉砂的承载力相对较高,值域范围较宽,密实程度是决定粉土、粉砂承载力大小的主要因素。螺旋板载荷试验能较好的反映多元互层地基土体力学性质的变化特征,采用等应变控制法可达到快速、分层检测的目的,并通过等应力控制法对比试验验证了其可靠性。最后通过与平板载荷试验结果进行线性拟合,给出了螺旋板载荷试验确定淮北平原浅表层地基承载力的经验公式。     

影响水泥土波速的因素

从水泥掺入比、养护龄期、含水量和土质四个方面,结合实测结果和试验结果分别分析了这些因素对水泥土波速的影响,对于改进工程检测有一定意义。     

Very high strains recorded in mylonites along the Alpine Fault, New Zealand: implications for the deep structure of plate boundary faults

Oblique displacement on the Alpine Fault, which forms the principal structure along the Australian–Pacific plate boundary in South Island, New Zealand, has resulted in exhumation of a kilometre-wide mylonite zone in the hanging wall adjacent to the current brittle fault trace. The mylonites formed under amphibolite facies conditions at depths of ca. 25 km and have been uplifted during the past 5 Ma. A suite of 65–70 Ma pegmatite veins in the hanging wall Alpine schists has been progressively deformed within the mylonite zone and sheared out over a strike length of ca. 100 km. Measurements of the thickness distribution of the pegmatite veins within the non-mylonitised schists and at three localities within the progressively strained mylonites have been used to estimate strain values within the mylonites. The thicknesses approximate a log-normal distribution, with a mean value that is progressively reduced through the protomylonites, mylonites and ultramylonites. By assuming that the thickness distribution currently observed in the schists was the same for the pegmatites within the mylonites before strain, a model of deformation incorporating simple shear and simultaneous pure shear is used to strain the undeformed veins until a fit is obtained with the strained distributions. Shear strains calculated range from 12 to 22 for the protomylonites, 120 to 200 for the mylonites and 180 to 300 for the ultramylonites, corresponding to pure shear values of 1–3 in each case. These values are compatible with the strains predicted if most of the surface displacement on the fault over the past 5 Ma were accommodated within a 1–2-km-wide mylonite zone through the middle and lower crusts. The results suggest that processes such as erosional focussing of deformation and thermal weakening may cause intense strain localisation within the lower crust, with plate boundary deformation restricted to narrow zones rather than becoming increasingly distributed over a widening shear zone with depth.     

Reaction-induced weakening of plagioclase–olivine composites

The localisation of strain into natural ductile shear zones is often associated with the occurrence of metamorphic reactions. In order to study the effects of solid–solid mineral reactions on plastic deformation of rocks, we have investigated the shear deformation of plagioclase–olivine composites during the reaction plagioclase + olivine → orthopyroxene + clinopyroxene + spinel (± garnet). Microstructures of plagioclase–olivine composites were studied after shear deformation experiments in a Griggs apparatus. Experiments were performed on anorthite–forsterite (An–Fo) and labradorite–forsterite (Lab–Fo) composites at 900 °C, confining pressures between 1000–1600 MPa and with constant shear strain rates of 5 × 10⁻⁵ s⁻¹.In absence of reaction, Lab–Fo composites are stronger than pure olivine and labradorite end-members that deform with a high temperature plasticity mechanism. Lab–Fo composites strain–harden due to the inhibition of extensive recrystallisation by interphase boundaries.In An–Fo composites, the reaction induces strain weakening by a switch from dislocation creep to grain size sensitive deformation mechanisms through the development of fine-grained (size < 0.5 μm) polyphase reaction products. Interconnecting layers of reaction products accommodate most of the applied strain by grain size sensitive creep. Recovery processes are pronounced during syndeformational reaction: original anorthite and olivine dynamically recrystallise by subgrain rotation and bulging recrystallisation. Presumably, the dynamic recrystallisation is caused by reduced stress conditions and partitioning of strain and strain rates between the new reaction products and the relict An–Fo grains. The results of our experiments are in good agreement with natural observations of shear localisation in the lower crust and upper mantle, and imply that anhydrous mineral reactions can be important causes for localisation of deformation.     

基于PPP-BOTDA的膨胀土裂隙发育特征的分析与表征方法研究

为了解非饱和膨胀土在干湿循环过程中土体应变的状态、变化以及土体裂隙的发育规律,在室内设计了一个长150cm、宽10cm、高60cm的模型箱,将传感光纤分4组按不同深度埋入土中,每组传感光纤包括4种类型,采用高空间分辨率的分布式光纤应变测量技术PPP-BOTDA,对干湿循环过程中土体的应变状态进行了监测。试验发现：埋深较浅的光纤受到裂隙发育的影响,在空间上,光纤应变状态呈现不均匀的拉压分布;在时间上,随着土体含水率的降低,裂隙区域的光纤应变呈现出先压缩后拉伸的变化规律,而且光纤应变变化同总裂隙张开度具有一定的相关性;随着光纤埋藏深度的加深,由于受土体裂隙的影响减小,光纤应变分布较为均匀;吸湿过程中,土体裂隙逐渐闭合,裂隙区域光纤应变由拉伸状态转变为压缩状态,而裂隙两侧区域光纤应变逐渐转变为拉伸状态。结果表明,通过PPP-BOTDA技术可以反映膨胀土干湿过程中土体的应变状态,并对土体裂隙进行准确的定位,从而为土体变形监测及灾害评价提供了新的技术手段。     

西藏班公湖-怒江成矿带主碰撞期成矿作用:荣嘎钼矿岩石地球化学及同位素年龄的证据

荣嘎钼矿是新近在班公湖-怒江成矿带发现并证实的首例斑岩型钼矿床。为了查明班公湖-怒江成矿带主碰撞期的成岩成矿作用,探讨荣嘎钼矿的富Mo机制,对该矿床进行岩石地球化学以及同位素年代学的研究。本次研究获得荣嘎含矿二长花岗斑岩的锆石SHRIMP206Pb/238U加权平均年龄为99. 8±1. 9Ma (MSWD=2. 0),属晚白垩世早期。7件辉钼矿样品的模式年龄较为一致,介于98. 0±1. 6Ma～101. 8±1. 7Ma之间,加权平均年龄为99. 7±1. 1Ma。荣嘎含矿二长花岗斑岩样品主量元素表现为富硅(SiO_2=72. 83%～75. 49%)、富碱(Na_2O+K_2O=8. 12%～8. 55%)、过铝质(A/CNK=1. 08～1. 13)的高钾钙碱性系列岩石。样品明显富集Rb、K、Th、U等元素,中等亏损Nb、Ta,强烈亏损Ba、Sr、P、Ti等元素,具中等程度的负Eu异常(δEu=0. 53～0. 63),稀土元素配分曲线呈轻稀土相对较陡,重稀土较为平坦的右倾型。荣嘎含矿二长花岗斑岩样品的(~(87)Sr/~(86)Sr)i值为0. 7042～0. 7055,ε_(Nd)(t)值介于0. 03～0. 68之间,锆石ε_(Hf)(t)值介于+12. 4～+17. 9之间,两阶段模式年龄t_(DM2)较为年轻(31～314Ma)。基于以上同位素以及岩石地球化学特征研究,荣嘎含矿二长花岗斑岩很可能是幔源岩浆诱发了富Mo洋底沉积物的熔融并与壳源熔体混合形成母岩浆,再经历结晶分异作用而形成。结合本文以及区域上的研究资料,荣嘎钼矿可能形成于拉萨地块与南羌塘地块碰撞的大地构造背景,富Mo大洋沉积物熔体的加入及随后的结晶分异是荣嘎含矿岩浆中金属Mo富集的主要原因。班公湖-怒江成矿带南缘侏罗-白垩纪海相地层分布的地区,可能为勘查钼矿床的有利靶区,应重点评价晚白垩世早期高分异中酸性岩体的含矿性。     

赣西北中元古界双桥山群岩石有限应变分析

对赣西北中元古界双山群岩石进行系统的有限应变测量,结果表明,双桥山群岩石的主要应变型为平面应主为,其对数Flinn参数K值在0．74－1．44之间,若石应变强度T值在2．59－4．60之间,平均为3．15,表明岩石应变强度较大,岩石有限应变强度具有南强北北,东强西弱的规律,有限应变的椭球X轴优势方位为近东西向,反映双桥山群岩石在变形作用过程中,近南北向压应力作用占主导地位。