湖北省中、晚二叠世煤系沉积期地质构造特征及其控煤作用

湖北省中、晚二叠世煤系沉积期的古构造格架是＂两隆夹一坳＂,北部为北西向秦淮巨型隆起、南部为东西向江南巨型隆起,两隆起之间为近东西向的大型波状坳陷盆地—湖北坳陷,该聚煤盆地的形成及总体展布受南北两个巨型隆起带控制,在中、晚二叠世湖北坳陷处于陆表海环境,接受了海陆交互相的含煤岩系沉积,煤系沉积与分布受盆地的控制,厚煤层和富煤带主要呈北西向展布,与聚煤盆地内次级坳陷相吻合。     

郯庐断裂中段新生代右行走滑位移

依据走滑拉分盆地中盆地沉降（或抬升）速率与边界断层走滑速率之间的数值关系,通过对夹在郯庐断裂中段两分支断层间的潍北凹陷沉积埋藏史的恢复,间接求取郯庐断裂中段新生代右行走滑位移。潍北凹陷内不同构造位置4口井的埋藏史恢复结果表明：凹陷新生代经历了古近纪早、中期的快速沉降,古近纪末-新近纪初的抬升剥蚀和中新世以来的缓慢沉降3个阶段;各阶段的平均沉降速率分别为0.142 9、-0.072 8、0.032 5 km/Ma。通过对太平洋板块与欧亚板块间俯冲速率和方向变化的分析推断,中新世中期（39.5 Ma）太平洋板块由北西向俯冲转而变成正西向俯冲所产生的西南向应力分量是导致新生代郯庐断裂开始右行走滑的主要因素,且走滑活动持续至今。根据走滑活动发生和持续的时间,结合各个时期内潍北凹陷的沉降和抬升速率,计算出郯庐断裂中段新生代右行走滑位移量为15 km左右。     

浅析宁波盆地膏盐地层的时代──兼对“宁波盆地北部的长河群”之时代质疑

宁波盆地地下揭示的一套包含暗色膏硝质泥岩、泥质白云岩在内的紫红、灰紫色泥岩、棕褐色砂砾岩、细砂岩和玻屑凝灰岩的地层，均称方岩组，内含膏盐并具油色显示。对其时代有早、晚白垩世和早第三纪之认识，笔者从70～90年代地质工作中所获化石分析认为，虽然宁波盆地这一层位含化石不丰，但从分布及数量上比较，相对占优势的应该是孢粉和植物化石，其时代意见也较为一致，指示为早白垩世。     

芝罘群岩石地层划分及区域对比

芝罘群分布于烟台市区北部芝罘岛、崆峒岛、担子岛等岛屿上,自下而上划分为老爷山组、兵营组及东口组.东口组为新建岩石地层单位.该群岩石组合为白云母钾长片麻岩、含电气石钾长石英岩、钾长石英岩、镜铁矿钾长石英岩、石英岩、白云母石英片岩夹黑云片岩、透辉变粒岩及大理岩等.其原岩为富钾、铁、硼的长英质碎屑岩夹粘土岩及富镁碳酸盐岩.兵营组单颗粒锆石U-Pb年龄为2171Ma,其成岩时代属古元古代早期.芝罘群区域上可与辽东地区古元古代榆树砬子群对比.     

南海1∶100万永暑礁幅海洋区域地质调查成果

1∶100万永暑礁幅海洋区域地质调查成果揭示了该区地壳的浅、中、深层地质特征。浅层主要研究海底地形、地貌、表层沉积物、矿产资源、潜在地质灾害等;中层主要研究新生代地层、断裂体系、岩浆岩、含油气盆地远景等;深层则研究磁性基底、深层断裂、莫霍面分布特征等。本成果在以下几方面有重要突破：①通过对比新生代以来的地层,确定各沉积盆地地层特征和相互关系,在此基础上预测油气资源前景;②分析表层沉积物类型,预测本区未来可能具有开发价值的固体矿产资源;③利用磁性基底和莫霍面数据分析本区地壳结构特征。     

致密砂岩孔隙度计算方法

鄂尔多斯盆地北部下二叠系下石盒子组为纵横向变化大,岩性、孔隙结构等复杂的河流相地层,很难用统一的计算公式来完成对孔隙度的计算。采用多元统计分析、散点图和孔隙度对比图来确定其孔隙度。运用上述方法,比较精确地确定鄂尔多斯盆地北部下二叠系下石盒子组的孔隙度,对鄂尔多斯盆地油气储量的估计,提供一个很好的基础资料。     

QUATERNARY FOLDING OF THE XIHU ANTICLINE BELT ALONG FORELAND BASIN OF NORTH TIANSHAN

Tianshan is one of the longest and most active intracontinental orogenic belts in the world. Due to the collision between Indian and Eurasian plates since Cenozoic, the Tianshan has been suffering from intense compression, shortening and uplifting. With the continuous extension of deformation to the foreland direction, a series of active reverse fault fold belts have been formed. The Xihu anticline is the fourth row of active fold reverse fault zone on the leading edge of the north Tianshan foreland basin. For the north Tianshan Mountains, predecessors have carried out a lot of research on the activity of the second and third rows of the active fold-reverse faults, and achieved fruitful results. But there is no systematic study on the Quaternary activities of the Xihu anticline zone. How is the structural belt distributed in space?What are the geometric and kinematic characteristics?What are the fold types and growth mechanism?How does the deformation amount and characteristics of anticline change?In view of these problems, we chose Xihu anticline as the research object. Through the analysis of surface geology, topography and geomorphology and the interpretation of seismic reflection profile across the anticline, we studied the geometry, kinematic characteristics, fold type and growth mechanism of the structural belt, and calculated the shortening, uplift and interlayer strain of the anticline by area depth strain analysis.
In this paper, by interpreting the five seismic reflection profiles across the anticline belt, and combining the characteristics of surface geology and geomorphology, we studied the types, growth mechanism, geometry and kinematics characteristics, and deformation amount of the fold. The deformation length of Xihu anticline is more than 47km from west to east, in which the hidden length is more than 14km. The maximum deformation width of the exposed area is 8.5km. The Xihu anticline is characterized by small surface deformation, simple structural style and symmetrical occurrence. The interpretation of seismic reflection profile shows that the deep structural style of the anticline is relatively complex. In addition to the continuous development of a series of secondary faults in the interior of Xihu anticline, an anticline with small deformation amplitude(Xihubei anticline)is continuously developed in the north of Xihu anticline. The terrain high point of Xihu anticline is located about 12km west of Kuitun River. The deformation amplitude decreases rapidly to the east and decreases slowly to the west, which is consistent with the interpretation results of seismic reflection profile and the calculation results of shortening. The Xihu anticline is a detachment fold with the growth type of limb rotation. The deformation of Xihu anticline is calculated by area depth strain analysis method. The shortening of five seismic reflection sections A, B, C, D and E is(650±70) m, (1 070±70) m, (780±50) m, (200±40) m and(130±30) m, respectively. The shortening amount is the largest near the seismic reflection profile B of the anticline, and decreases gradually along the strike to the east and west ends of the anticline, with a more rapidly decrease to the east, which indicates that the topographic high point is also a structural high point. The excess area caused by the inflow of external material or outflow of internal matter is between -0.34km² to 0.56km². The average shortening of the Xihubei anticline is between(60±10) m and(130±40) m, and the excess area caused by the inflow of external material is between 0.50km² and 0.74km². The initial locations of the growth strata at the east part is about 1.9~2.0km underground, and the initial location of the growth strata at the west part is about 3.7km underground. We can see the strata overlying the Xihu anticline at 3.3km under ground, the strata above are basically not deformed, indicating that this section of the anticline is no longer active.     

吉林延边汪清县蛤蟆塘盆地白恶纪地层划分及其演化

通过１∶５万区调填图（１９８８～１９９０）,笔者将蛤蟆塘盆地白垩纪地层划分为大拉子组、富兴屯砾岩、龙井组。其中大拉子组下部为山麓冲积扇沉积,上部为湖相沉积;富兴屯砾岩为河流—扇三角洲相沉积;龙井组为浅盆广湖相沉积,其中产有Ｎｉｇｅｒｅｓｔｈｅｒｉａｓｐ等化石,属早白垩世,与延吉盆地等有明显时代差异,具有穿时性。     

广西大厂矿田拉么-羊角尖一带含矿地层元素地球化学特征及其指示意义

广西大厂矿田锡矿体主要赋存于上泥盆统,锌铜矿体主要赋存在锡矿体的下部,以中泥盆统为主。通过对拉么-羊角尖一带四个钻孔中不同深度、不同岩石类型样品成矿元素含量的系统分析,探讨了成矿元素在空间上的变化规律。结果显示,绝大多数成矿元素在岩体中含量最低,向上至各个地层中呈锯齿状变化,而且多数成矿元素的高值点并没有在岩体的内部或边缘,而是远离一段距离,Zn、Cu集中在罗富组灰岩蚀变后的透辉石绿帘石化矽卡岩中。这种元素含量的变化一方面反映了成矿元素运移的方向是由下而上,另一方面也反映了成矿元素的富集与岩石类型密切相关,说明矿床为岩浆热液成因。     

苏州软弱敏感层的土体微观结构定量分析

本文结合苏州城市地质调查工作,综合考虑沉积时代、成因类型、沉积环境及土性特征等要素,对东部堆积平原区进行了工程地质层组划分,并对城市地质体的关键持力层组和软弱敏感层进行了判识。采用自由活塞薄壁取样器和冷冻掰断-黏贴法,制作了用于微观结构分析的土样。基于扫描电镜图像的处理分析,对苏州软弱敏感层的软土微观尺度结构特征进行了对比研究,得到了原状土天然状态下的微观结构类型,颗粒排列的定向特征,颗粒偏心度,定向概率熵等量化指标。研究表明:苏州软弱敏感层的颗粒长轴与水平x轴的夹角分布区间较为集中,土体的各向异性程度相对较低; 滨浅海相沉积环境以及晚第四纪以来海侵、海退的水动力作用导致⑦层软土的定向概率熵和颗粒偏心度在(0.6,1.0)区间内的分布概率值较高。上述工作为深入理解其基本工程性质,建立土体沉积环境、微观结构与宏观工程特性的联系提供了重要的试验依据。