Petrographic observations suggestive of microbial mats from Rampur Shale and Bijaigarh Shale, Vindhyan basin, India

Petrographic observations of two Vindhyan black shales (Rampur Shale of the Semri Group and Bijaigarh Shale of the Kaimur Group) revealed the following features:

Precise positions of Phoebe determined with CCD image-overlapping calibration

This paper presents 210 positions of Phoebe, the ninth satellite of Saturn, observed with the 1-m telescope at the Yunnan Observatory during the years 2003–2005, using a CCD image-overlapping calibration method proposed recently by Peng et al. After the observed positions of Phoebe are compared with its theoretical positions computed by the new JPL ephemerides DE405 and SAT199, the mean residuals (observed minus computed) are 0.21 and −0.05 arcsec in right ascension and declination, respectively, with a standard deviation of 0.06 arcsec.     

如何控制数字地下地形图的空间占用

数字地形图的数据量的大小不但取决于采点密谋，而且也受AUTOCAD中的某些操作的影响。     

Archaean high-K granitoids produced by remelting of earlier Tonalite–Trondhjemite–Granodiorite (TTG) in the Sangmelima region of the Ntem complex of the Congo craton,southern Cameroon

We present a geochemical and isotopic study that, consistent with observed field relations, suggest Sangmelima late Archaean high-K granite was derived by partial melting of older Archaean TTG. The TTG formations are sodic-trondhjemitic, showing calcic and calc-alkalic trends and are metaluminous to peraluminous. High-K granites in contrast show a potassic calc-alkaline affinity that spans the calcic, calc-alkalic, alkali-calcic and alkalic compositions. The two rock groups (TTG and high-K granites) on the other hand are both ferroan and magnesian. They have a similar degree of fractionation for LREE but a different one for HREE. Nd model ages and Sr/Y ratios define Mesoarchaean and slab-mantle derived magma compositions respectively, with Nb and Ti anomalies indicating a subduction setting for the TTG. Major and trace element in addition to Sr and Nd isotopic compositions support field observations that indicate the derivation of the high-K granitic group from the partial melting of the older TTG equivalent at depth. Geochemical characteristics of the high-K granitic group are therefore inherited features from the TTG protolith and cannot be used for determining their tectonic setting. The heat budget required for TTG partial melting is ascribed to the upwelling of the mantle marked by a doleritic event of identical age as the generated high-K granite melts. The cause of this upwelling is related to linear delamination along mega-shear zones in an intracontinental setting.     

珍稀濒危植物半日花研究进展

半日花是半日花科的一种半灌木或灌木,稀为一年生或多年生草本孑遗植物。全世界约有8属200种,多分布于地中海沿岸。我国内蒙古、新疆有2种分布,分别是新疆半日花和内蒙半日花。由于自然因素和人类经济活动的影响,特别是采矿、烧柴、放牧、土地开发以及城市化,加剧了对半日花的过度开发, 导致其生物量锐减, 造成个体衰退, 种群缩小的濒危状况,被国家列为二级保护植物。所以加强对珍稀濒危植物半日花的研究和保护具有重要意义。     

腐殖煤干酪根裂解气主生气成熟度上限探讨

烃源岩主生气成熟度上限的确定对含气盆地天然气资源量评价和主生气阶段的确定具有重要的意义。对不同成熟度的15个腐殖煤样开展了生气热解实验和氢、碳、氧元素含量测定,生气热解实验是在800℃高温下进行,结果表明低成熟度煤总产气率最高,随着成熟度的增加,产气率逐渐降低,在Ro为0.6%~2.3%范围内的煤产气率降低幅度很大,从61m3/吨.TOC降到11m3/吨.TOC,在Ro达到2.3%之后煤产气率很低,随着成熟度的增加,产气率缓慢降低。不同成熟度煤的H/C值也呈现相似的变化规律,在Ro<2.3%的煤中,H/C值随成熟度的增加快速降低,在此之后,H/C值缓慢降低,因此,认为Ro=2.3%为腐殖煤的干酪根裂解气主生气成熟度上限。     

苍山5.2Ms级地震前后地震前兆综合危险度的变化

地震前兆综合危险度是以系统论为基础的一种综合地震预报的新方法。利用山东省每年年底的地震会商报告给出的地震前兆异常,而不是取震后的震例总结或论文给出的异常,通过“专家系统”的思想,对每一异常事件进行综合评估,计算出无量纲的、归一化的地震前兆综合危险度,分析了１９９５年９月２０日山东苍山５２Ｍｓ级地震前综合危险度的变化特征。震前综合危险度出现了一次明显的高值异常变化,震后危险度很快下降恢复到正常水平。     

广平地震台地磁异常与地震关系的研究

利用加卸载响应比、日变幅逐日比、空间相关分析法,研究分析了广平台1982-2006年地磁垂直分量观测资料与河北省及邻近地区Ms≥5.0地震之间的关系,发现它们之间有较好的对应关系;同时给出了适用于广平地磁台的地震分析预报参数,为今后广平台依磁报震提供了依据.     

重庆主城区粉质黏土动力特性研究

采用自振（共振）柱和动三轴试验方法,得到重庆主城区粉质黏土动剪切模量和阻尼比随剪应变变化试验结果,比较分析试验值、文献[1]给出的推荐值和文献[2]给出的规范值的差异,并通过土层反应计算初步给出了这种差异对地表反应谱的影响,结果表明：(1) G/Gmax-γ关系中,规范值在中等应变时给出的G/Gmax比试验值和推荐值低;大应变时,相比较于试验值和推荐值,规范值衰减更快;(2) 相比较于λ-γ关系,G-γ关系经过Gmax归一化后,更具有一致性,粉质黏土阻尼离散性较大;(3) 试验值和推荐值计算的地表反应谱相差较小,但试验值和规范值计算的地表反应谱相差较大,特别是在随着输入地震动强度增大,这种差异性更显著。分析表明,重庆主城区进行土动力计算过程中,当无土动力特性试验资料时,选用规范值具有一定的局限性和风险,相比较于规范值,推荐值在一定程度上更具适用性。     

三峡工程永久船闸高边坡岩体卸荷松弛特征研究

三峡工程永久船闸高边坡岩体卸荷松弛特征明显,采用地质调查、钻孔声波测试、内外部变形监测、现场变形试验、钻孔芯样力学试验、压水试验、孔壁录像、钻孔弹模测试等手段进行综合研究,结果表明,边坡岩体可划分为强、弱、微三个卸荷带,强、弱卸荷带岩体力学性质有明显弱化,微卸荷岩体力学性质无明显变化。在卸荷带内未产生新的结构面,但卸荷引起了结构面的进一步扩展和张开。岩体变形是结构面张开和岩块变形的综合反映,主要受开挖卸荷影响,锚索对于限制结构面张开作用明显。