贝尔凹陷构造演化及其对沉积和油气的控制作用

贝尔凹陷是海拉尔盆地南部的一个次级凹陷,凹陷内蕴藏着丰富的油气资源,是海拉尔盆地重要的油气探区之一。贝尔凹陷经历了三期构造演化,形成了三期不同类型的原型盆地,自下而上分别为下部伸展断陷盆地、中部裂后热沉降盆地和上部构造反转盆地。复杂的构造演化形成了复杂的断裂系统,贝尔凹陷纵向上主要发育了两套断裂系统,分别是发育于下部断陷盆地的下部断裂系统和发育于中部热沉降盆地的上部走滑断裂系统,上部构造反转盆地内断裂不发育。复杂的构造样式对凹陷内沉积体系的配置也起着很重要的控制作用。本文从贝尔凹陷构造演化和构造特征研究出发,分析了沉积作用对构造活动的响应,初步探讨了贝尔凹陷构造对油气藏形成的控制作用。     

综合物探在博格达山前古牧地复杂构造中的应用

准噶尔盆地南缘古牧地地区具有丰富的油气勘探潜力,但由于中深层地震成像存在盲区,长期以来对古牧地构造特征认识不清,制约了油气勘探进程.笔者采用高精度重磁和电法CEMP综合物探技术对古牧地地区构造特征进行了研究,取得了有价值的新认识.研究成果表明,古牧地构造为博格达山前褶皱冲断带的前锋构造,受阶梯状断裂控制.古牧地构造纵向上具多层构造特征,其中浅层为紧闭型逆冲倒转背斜,中层为受阶状逆冲断层控制的屋脊状断块,深层为潜山披覆型冲断背斜.重力异常显示古牧地背斜西围斜可能是一完整的背斜构造,古牧地中深层构造和古牧地背斜西围斜评价为有利的油气勘探目标.     

四川宁南县银厂沟-骑骡沟铅锌矿床成因浅析

四川宁南县银厂沟-骑骡沟铅锌矿床产于震旦系上统灯影组白云岩中,主要受断裂控制。矿体多为透镜体状、网脉状和细脉状。与成矿有密切关系的硅质条带为富硅热液后期充填产物,显示后期热液充填成矿特点。分析研究认为该矿床在成矿的大地构造背景和其它特点方面,均与美国中部密西西比河谷型（MVT型）铅锌矿有相似性。     

西藏纳当地区永珠组构造变形特征

西藏纳当地区石炭系永珠组主要为浅变质的砂板岩组合,断层和褶皱非常发育的特征。依据岩石和构造特征可以把区内永珠组分成上、中、下三段。永珠组形成于拉张的被动大陆边缘向裂谷转换的次深海环境,并于中晚二叠世至晚三叠世期间经历了三个构造演化阶段。     

河北省蔚县矿区构造特征及断裂构造发育规律

运用现代构造地质研究方法，对蔚县矿区构造特征及断裂构造发育规律进行了研究。并揭示了矿区构造成因机制及演化历史。     

河南省西峡县高庄金矿床地质特征及找矿前景

朱阳关-夏关断裂是一条长大于400km,深达上地幔的超壳断裂,沿断裂出露有较多的燕山期花岗岩（脉）体及一系列Cu、Au、Ag、Pb、Zn异常,有色金属、贵金属成矿作用明显。高庄金矿床赋存在朱阳关-夏关断裂次级断裂带中,为海底火山喷流-岩浆-构造热液叠加改造形成的含金石英脉-蚀变构造岩型金矿。本文分析了高庄金矿床特征,找矿标志。提出了在朱阳关-夏关断裂带中寻找金多金属矿床潜力较大。随着深部地质找矿的进一步开展,本区可成为我国重要的金多金属矿产基地。     

逆冲断层前锋带的构造样式

由于逆冲断层产出构造环境和规模的不同，其前缘可以有拆离型，褶皱型，前冲型，反冲型等多种样式；每种样式又可具不同特征。此外，逆冲前缘还常伴生一些重力构造，盆地构造和不同方向的反转构造。各种构造样式可以相互转化和过渡而共存于同一逆冲带，或发育于不同逆冲带中。它们是研究塑冲作用的动力状态，，扩展方式和发展阶段的重要依据。     

Elastic response of catamaran wetdeck to liquid impact

The impact of an elastic plate onto the compressible fluid without free surface deformation is considered. The ability of the liquid volume to be deformed is geometrically limited which leads to severe impact conditions. The present analysis is focused on the stresses in the plate and the hydrodynamic loads under the impact. The motivation for this research comes from ship hydrodynamics, where the hulls of a catamaran restrict the liquid outflow and the water impacts onto the wetdeck. The influence of the air on the impact process is investigated. The analysis did not reveal any great advantage of utilizing the air-cushion effect or ejection of air into the water near the impact region to prevent high stresses in the elastic plate. It was found that in the problem considered, the stress peaks far from the plate centre and the one-mode approximation does not provide correct information about the stress level.     

Effect of structural characteristics distribution on strength demand and ductility reduction factor of MDOF systems considering soil-structure interaction

It is known that structural stiffness and strength distributions have an important role in the seismic response of buildings.The effect of using different code-specified lateral load patterns on the seismic performance of fixed-base buildings has been investigated by researchers during the past two decades.However,no investigation has yet been carried out for the case of soil-structure systems.In the present study,through intensive parametric analyses of 21,600 linear and nonlinear MDOF systems and considering five different shear strength and stiffness distribution patterns,including three code-specified patterns as well as uniform and concentric patterns subjected to a group of earthquakes recorded on alluvium and soft soils,the effect of structural characteristics distribution on the strength demand and ductility reduction factor of MDOF fixed-base and soil-structure systems are parametrically investigated.The results of this study show that depending on the level of inelasticity,soil flexibility and number of degrees-of-freedoms(DOFs),structural characteristics distribution can significantly affect the strength demand and ductility reduction factor of MDOF systems.It is also found that at high levels of inelasticity,the ductility reduction factor of low-rise MDOF soil-structure systems could be significantly less than that of fixed-base structures and the reduction is less pronounced as the number of stories increases.     

轻型定向秸秆板-榫卯连接木骨架剪力墙抗震性能试验研究

为了促进适合我国国情的轻型木结构发展,介绍了一种自主开发的轻型定向秸秆板-榫卯连接木骨架剪力墙,该剪力墙由墙体模块、顶梁板、底梁板三部分组成,墙体模块的木骨架间采用榫卯连接,面板采用定向秸秆板.通过12片分别由3个剪力墙模块组成的剪力墙的水平单向加载和低周反复加载试验研究,得到了剪力墙的破坏特征、抗剪强度、滞回性能、延性及耗能等性能指标,分析了洞口大小、洞口位置及竖向荷载对剪力墙抗震性能的影响以及剪力墙与单个墙体模块抗震性能的区别.结果表明:剪力墙的破坏主要是面板破坏及面板与钉的连接破坏,剪力墙的抗剪强度比墙体模块的要低约10％,滞回曲线呈明显的反S型并有明显滑移,等效粘滞阻尼系数约为0.13.