Occurrence of Organic Matter in Calcimicrobialites across Permian-Triassic Boundary in Huayingshan Region, Sichuan, South China

Calcimicrobialites across the Permian-Triassic boundary in Huayingshan (华蓥山) region were investigated using the fluorescence microscopic measurements to understand the occurrence of organic matter. The microbialites are composed of micrite matrix and coarse spar cement. Abundant rhombic or magnetic needle-like carbonate minerals were observed adrift within the cement. The fluorescence microscopic measurement indicates the micrite matrix in microbialites shows the most abundant organic matter, with the rhombic or magnetic needle-like carbonate minerals and coarse spar cement coming to the 2nd and the 3rd, respectively. Organic matter is mainly preserved in the space between the grains of the micrite minerals but almost evenly distributed in the rhombic or magnetic needle-like carbonate minerals. As one of the common diagenesis types, dolomitization is observed to occur in the microbialites in Huayingshan. However, the carbonate cement in microbialites still has high content of element Sr as shown by the microprobe analysis, reflecting that the dolomitization might have happened in a restricted environment. Observation under the fluorescence microscope shows that dolomitization just led to the redistribution of organic matter in the grain space of dolomite minerals, inferring that the diagenesis has a slight effect on the preservation, and thus on the content of organic matter in the microbialites.     

超厚煤层分布与成因模式

煤厚的分级主要是从煤炭开采的角度来确定的,大于8m的厚煤层一概以巨厚煤层来称之。世界上,煤层总厚最大的是澳大利亚的吉普斯兰盆地,总厚达到700多米;加拿大哈溪煤田二号露天区则为单层煤厚最大的矿区,煤厚达510m;中国内蒙古自治区胜利煤田胜利东二号露天煤矿,单层（6煤层）厚达244.7m,总煤厚达320.65m。从沉积、层序地层与构造诸角度出发,依据现代泥炭堆积与阴沉木堆积等现象进行厚煤层的成因研究,对异地成煤及一些超厚煤层的成因模式进行了介绍和初步评价。     

高速公路软基加固质量的瑞利波检测与小波分析技术

论述了用瑞利波检测高速公路软基加固的一些主要技术问题,应用新兴的小波分析技术,改善和提高检测的质量,并通过福宁高速公路的实际检测结果,说明了其思路和方法的正确性、实用性.     

Shale Gas Formation and Occurrence in China: An Overview of the Current Status and Future Potential

Shale gas is one of the most promising unconventional resources both in China and abroad. It is known as a form of self-contained source-reservoir system with large and continuous dimensions. Through years of considerable exploration efforts, China has identified three large shale gas fields in the Fuling, Changning and Weiyuan areas of the Sichuan Basin, and has announced more than 540 billion m~3 of proven shale gas reserves in marine shale systems. The geological theories for shale gas development have progressed rapidly in China as well. For example, the new depositional patterns have been introduced for deciphering the paleogeography and sedimentary systems of the Wufeng shale and Longmaxi shale in the Sichuan Basin. The shale gas storage mechanism has been widely accepted as differing from conventional natural gas in that it is adsorbed on organic matter or a mineral surface or occurs as free gas trapped in pores and fractures of the shale. Significant advances in the techniques of microstructural characterization have provided new insights on how gas molecules are stored in micro- and nano-scale porous shales. Furthermore, newly-developed concepts and practices in the petroleum industry, such as hydraulic fracturing, microseismic monitoring and multiwell horizontal drilling, have made the production of this unevenly distributed but promising unconventional natural gas a reality. China has 10–36 trillion m~3 of promising shale gas among the world's whole predicted technically recoverable reserves of 206.6 trillion m~3. China is on the way to achieving its goal of an annual yield of 30–50 billion m~3 by launching more trials within shale gas projects.     

南黄海中部浅水区多次波衰减技术及其效果分析

在浅水区,由于水深较浅,缺少近偏移距的海底反射信号,采用常规SRME方法和预测反褶积不能有效地衰减海底相关多次波。笔者采用DWD＋SRME组合法来衰减海底相关多次波,其中DWD方法用来衰减与海底相关的短周期多次波,SRME方法压制自由表面相关的长周期多次波,另外运用Radon变换去除层间多次波。结果表明,运用DWD＋SRME组合法压制海底相关多次波效果较好,并且没有损害浅层的有效反射信号,采用Radon变换使层间多次波得到了良好的压制,深部有效反射信号逐步体现。因此,对于浅水区低信噪比地震资料,采用DWD＋SRME组合方法和Radon域去多次,是比较可行的去多次波方法。     

土壤酶对碘离子在土壤中吸附行为的影响

以批式试验法研究了微生物、葡萄糖氧化酶、脲酶、纤维素酶及其催化底物葡萄糖、尿素和纤维素对Ⅰ-在土壤中吸附的影响,结果表明微生物能显著提高Ⅰ-吸附量,但葡萄糖氧化酶、脲酶、纤维素酶及葡萄糖、尿素和纤维素对Ⅰ-吸附并无促进作用.葡萄糖氧化酶及葡萄糖含量在小于100 mg/L时对Ⅰ-吸附无影响,1000 mg/L时与Ⅰ-呈竞争吸附;脲酶及尿素随浓度增大,对Ⅰ-吸附的抑制作用变得明显;1～1000 mg/L范围内,纤维素酶和纤维素对Ⅰ-吸附没有影响;但葡萄糖氧化酶和葡萄糖生成的中间产物可促进土壤对Ⅰ-的吸附.平衡液中溶解性有机碳(DOC)含量随时间增加而逐渐降低,有机质浓度越大,降低趋势越明显.     

贵州高速公路隧道工程施工质量管理技术探讨

根据国内外高速公路隧道工程施工质量存在的主要问题,结合贵州省近年来修建的几条高速公路隧道工程的实际情况,提出高速公路隧道工程施工质量管理技术问题。首先,需要对具体的隧道工程所存在的工程地质条件及施工中可能存在的工程地质问题进行详细分析;然后,有针对性地选择地质超前预报方法,实施综合地质超前预报;并根据隧道施工过程中揭露的不同工程地质问题和隧道监控量测数据,采取不同的施工措施;为了保障工程施工质量,需要有针对性地开展隧道超前支护及初期支护质量检测;在工程全部施工完毕,进行衬砌质量全面检测。分析认为,隧道工程施工质量管理是一个系统工程,需要采取点面结合、定性与定量相结合、宏观控制与细微管理相结合的多种方式。只有这样,才能将高速公路隧道工程施工质量及管理技术提升到新的高度。     

西大别浒湾高压变质带变沉积岩锆石U-Pb年龄及地质意义

西大别山浒湾高压变质带是研究秦岭-大别山-苏鲁造山带演化的关键区域, 但是该地区榴辉岩相变质时间还存在较大争议.本文通过对浒湾变质带熊店附近的一个变沉积岩样品进行LA-ICPMS锆石U-Pb定年和微量元素分析, 来确定该地区榴辉岩相变质作用和碎屑锆石的年龄, 并确定该变质带的演化历史.该样品的变质锆石具有弱分带或无分带、低Th/U比值、重稀土含量低且相对平坦以及无明显的Eu负异常等特征.反映这些变质锆石形成时有石榴石, 而缺乏长石, 其形成对应于榴辉岩相变质作用条件.该样品中变质锆石的206Pb/238U加权平均值为310±3Ma, 这一年龄代表了该地区榴辉岩相峰期变质作用的时间, 因此浒湾地区榴辉岩相变质作用时间为石炭纪.碎屑岩浆锆石得到了3组近谐和的U-Pb年龄, 其206Pb/238U年龄变化范围分别为: 400±5Ma~419±5Ma、426±5Ma~449±5Ma以及496±5Ma~524±7Ma, 还有1个颗粒给出了580±7Ma的较老年龄.这些结果表明变沉积岩中的碎屑锆石可能大部分来自于华北板块南缘, 少量来自于扬子板块.      

西藏西北部浅变质石英砂岩岩石学特征及其构造意义

羌塘盆地中央隆起带主要由浅变质石英砂岩组成,由于化石匮乏、变形强烈,长期以来对这套浅变质石英砂岩成因的争议颇大,导致了对藏西北地区前中生代构造演化的认识长期模糊不清,其中,何处才是冈瓦纳大陆北界就是一个长期争论的议题。在西藏西北部,近东西走向的布尔嘎错断裂带将北部的查多岗日地块与南部的南羌塘地块分隔开,浅变质石英砂岩广泛出露于这两地块之内。沿近东西走向布尔嘎错断裂带断续产出的冈玛错蓝片岩、蛇绿岩等岩片大体呈南北向逆冲于浅变质石英砂岩之上,因此早期曾认为布尔嘎错断裂带是冈瓦纳大陆之北界。本文的调查与研究发现查多岗日和南羌塘地块内浅变质石英砂岩岩相学特征完全相同,均主要由石英组成,遭受了绿片岩相的变质作用,形成了钠长石+绿泥石+白云母组合,充填于早期石英颗粒之间,钠长石交代钾长石。这两地的浅变质石英砂岩均被未变质钙质胶结的钾长石石英砂岩平行不整合覆盖。碎屑锆石的阴极发光分析与U-Pb定年结果进一步证实了查多岗日与南羌塘地块内浅变质石英砂岩内的锆石来源完全相同。这些证据充分反映了查多岗日与南羌塘地块早期构造演化过程相似,源自同一大陆。碎屑锆石定年结果进一步表明浅变质石英砂岩的最大沉积年龄为520±8Ma,该岩石再被约480Ma的花岗岩脉侵入,因此其很可能形成于晚寒武世,而不整合面之上沉积岩的最大沉积年龄为460±8Ma,表明该不整合面上、下沉积岩之间存在明显的沉积间断,证实了该平行不整合面形成于奥陶纪。不整合面之下的浅变质石英砂岩因此与杨耀等(2014)报道的荣玛组相同,不整合面之上未变质长石石英砂岩则属于中上奥陶统塔石山组。查多岗日地块因此是西藏境内最北端的冈瓦纳大陆的碎块。在西藏西北部,冈瓦纳大陆北界为龙木错-帮达错-(83°40'E、35°N)-红脊山-荣玛乡。布尔嘎错断裂带不是冈瓦纳大陆之北界。     

川西北茂县群千枚岩各向异性力学特性

利用MTS815Teststar岩石力学试验系统,对川西北茂县群千枚岩开展单轴和三轴试验,研究千枚岩各向异性力学特性。研究结果表明：千枚岩在达到峰值强度50%以前就普遍出现很大的变形和局部破坏,表明围岩产生大变形或出现早期扩容并不意味着其丧失承载能力,如及时进行针对性支护或加强围岩保护仍具有较强的强度。损伤扩容是千枚岩变形破坏的典型特征,并对变形产生不同的影响,横向应变对损伤扩容比轴向应变更敏感,能更灵敏地反映岩石材料内部的屈服、弱化。千枚岩各向异性随含水率与围压水平表现出不同的变化规律,强度各向异性随含水率和围压水平提高而降低,弹性模量和泊松比则与加载方向和转化围压有关。不同含水状态下干燥千枚岩的单轴抗压强度各向异性最为显著,大部分千枚岩的强度各向异性率在0.80以下,其中绢云母千枚岩最强,为0.48,其强弱对比依次为绢云母千枚岩、绿泥石千枚岩、石英千枚岩、炭质千枚岩。千枚岩表现出不同的破坏模式,并随围压或含水率的增加而变化;剪切机制单独控制着各向异性力学特性,千枚岩统一沿软弱面剪切破坏。