多极子声波测井资料在辽河油田硬地层中的应用

通过声波全波列测井中斯通利波的反射和差异能量分析,在辽河油田中进行了裂缝识别并评价了其有效性。利用由4个波列旋转得到的交叉能量成分可以描述碳酸盐岩中的有效裂缝。通过分析计算各向异性的最小和最大能量,并通过不同井的实际产量已证实这些计算结果的一致性,从而对有效裂缝进行了描述。用多极子声波测井可以提高地震资料解释的精度,确定岩性与岩石特征,并探测气层与裂缝。编制出适合辽河油田使用的岩石力学性质参数图并应用在生产中。     

基于构造解析重建的四川呷村银多金属矿床模型

四川省白玉县呷村银多金属矿床是中国著名的VHMS矿床之一,前人曾进行过详细的矿床模型研究。对于矿床下部脉状矿体大致呈层状平行于上部块状矿体的地质现象,前人曾提出"层状矿席+层控网脉状矿带"等模式。文章通过对呷村矿床地质特征的详细研究后认为,呷村矿床在印支期形成之后,遭受到燕山期弧-陆碰撞造山的强烈改造,导致矿区地层直立并倒转,并在能干性弱的流纹质火山岩中普遍发生层内韧性剪切变形,使原先近于垂直层状矿体和喷气沉积岩的下-中部脉状-网脉状矿体被构造置换为紧闭褶皱状、无根褶皱状、透镜体状,并近于平行于上部层状矿体。构造恢复表明,下-中部脉状-网脉状矿体原始三维形态为不整合的筒状或漏斗状,与上部层状矿体组成典型的"下筒上层"的"双层结构"。根据脉状-网脉状矿体和层状矿体的空间展布特征,在构造恢复的基础上重新建立了呷村VHMS矿床的双通道夹卤水池的矿床模型。该模型对矿区外围找矿有一定的指导意义。     

MDD模式与快速冷却事件

ＭＤＤ 模式（Ｍｕｌｔｉｐｌｅ Ｄｉｆｆｕｓｉｏｎ Ｄｏｍａｉｎ ｍｏｄｅｌ） 是Ｄｏｄｓｏｎ 模式的扩展,它可以从一个钾长石样品分析中,得到温度在≤３５０ ～１５０ ℃之间的一条连续的冷却曲线,因此,ＭＤＤ 模式的一个突出贡献是对快速冷却事件的定量制约。冈底斯岩带与哀牢山－ 红河剪切带中新世的快速冷却事件与构造含义是利用这一模式进行研究的成功实例,它不仅定量厘定了快速冷却事件的时间,证实了其存在的普遍性,而且明确指出了中新世印度和欧亚板块碰撞后岩石圈质量转移过程的时间序列,定量地指出了冈底斯岩带逆冲抬升导致的地壳增厚与沿哀牢山－ 红河剪切带地壳块体的侧向挤出在时间上的同步性和差异性     

库岸边坡倾角及水位变化对红土型库岸稳定性影响研究

水库库岸失稳对水库安全运行有重大影响。采用土工试验和干湿循环试验,结合数值计算及理论分析,研究红土型库岸边坡倾角和库水位升降与库岸稳定性的关系。结果表明:(1)在一定初始干密度条件下,红土抗剪强度随水位升降循环次数增加而非线性减小,且在水位升降循环约10次时趋于稳定。(2)在一定水位升降速率、升降幅度和升降循环次数条件下,红土型库岸稳定安全系数随库岸边坡倾角的增加总体上呈减小的趋势,且在边坡倾角为50°左右存在稳定安全系数极小值。(3)在一定水位升降循环次数条件下,水位上升到坡高的60%左右为上升阶段的相对危险区域,且水位上升速率对库岸稳定安全系数影响很小;水位下降至坡高的70%左右为库水位下降阶段的相对危险区域,且水位下降速率越大,库岸稳定安全系数越小。(4)针对一定初始干密度,库岸稳定安全系数先随水位升降循环次数的增加而减小,但在水位升降循环次数约10次后逐渐趋于稳定。库岸岩土体性质及库岸边坡倾角、水位变化都会对库岸稳定产生影响。     

Current-induced scour beneath initially elevated subsea pipelines

When a subsea pipeline is laid on an uneven seabed, certain sections may have an initial elevation with respect to the far-field seabed, e_o, and thus potentially affecting the on-bottom stability of the pipeline. This paper focuses on quantifying the effects of the upstream dimensionless seabed shear stress, θ_∞, and Reynolds number, Re, on: (1) the maximum dimensionless seabed shear stress beneath the pipe, θ_max, to be compared to the critical shear stress in order to determine whether scour would occur and progress towards an equilibrium state; and, (2) the dimensionless equilibrium scour depth beneath the pipe, S_eq/D. Using a 2-D Reynolds averaged Navier-Stokes (RANS) approach along with the k-ω Shear Stress Transport (SST) turbulence model, a parametric study involving 243 computational fluid dynamics (CFD) simulations was conducted. The simulation results were used to develop a closed-form equation for the prediction of θ_max. Subsequently, experimental measurements of S_eq/D have been compiled from published literature, to develop a new closed-form equation for the prediction of S_eq/D with a high correlation to the experimental data. In summary, we present two closed-form equations for the prediction of θ_max and S_eq/D for pipelines with an initial e_o/D, which are applicable for both clear-water and live-bed conditions. The effects of θ_∞ and Re have been included, albeit Re having a small influence as compared to the other parameters.     

藏东巴青县北部酉西岩组构造片理形成及构造意义

西藏巴青县以北酉西岩组主要由石英构造片岩、钠长石英构造片岩、白云母石英构造片岩组成,构造片理为近水平韧性剪切作用产物。宏观上构造片理构成了宽缓的背形、向形褶皱构造,构造片理上广布一期透入性拉伸线理,将构造片理展平,分布在透入性片理上的线理具明显优选方位,方向为280~100°。根据微观构造分析,韧性剪切指向为自西向东运动,构造片岩内发育多硅白云母。多硅白云母电子探针分析结果认为其形成环境为低温高压蓝片岩相,变质温度确定为320~500℃、压力0·6~1·1GPa。多硅白云母40Ar/39Ar测年结果为(230±1)Ma,为中三叠世末期。酉西岩组构造片理(韧性剪切作用)与查吾拉—吉塘印支期构造岩浆带形成密切相关。     

型钢混凝土梁柱框支剪力墙结构抗震性能试验研究

框支剪力墙结构在实际工程中经常被采用,震害表明钢筋混凝土框支剪力墙结构抗震性能较差,本文提出型钢混凝土梁柱框支剪力墙结构对此加以改进。作者进行了4个1/4缩尺模型在竖向荷载和单调及低周反复水平荷载作用下的对比试验,其中3个试件采用型钢混凝土转换梁、型钢混凝土框支柱,1个试件采用钢筋混凝土转换梁、钢筋混凝土框支柱。我们分析其承载力、刚度、变形、延性和破坏形态等。试验结果表明,型钢混凝土梁柱框支剪力墙结构承载力高、延性好、滞回曲线丰满,变形能力和耗能能力较强。     

基于性能的抗震设计方法在剪力墙结构中的应用

本文对基于性能的抗震设计方法中最具有代表性的直接基于位移的设计方法在剪力墙结构中的应用进行了研究。采用结构非线性分析程序探讨了墙厚、混凝土强度等级、纵筋配筋率、钢筋级别、轴压比、墙长等因素对单肢剪力墙屈服位移的影响,从而对现有的屈服曲率计算公式进行了改进。另外将按顶点荷载作用下的屈服位移计算公式求出的屈服位移与实际倒三角形荷载作用下的剪力墙屈服位移进行了比较,,从而推导出倒三角形荷载作用下的屈服位移计算公式。     

Parametric study on performance of bridge retrofitted by unseating prevention devices

1 Introduction Structural retro?t techniques (Roberts, 2005), such as restrainers, concrete shear keys, steel jackets, CFRPshells, base isolators, or dampers have been widely studied and implemented in actual structures based on the experiences learned from past earthquakes. In the Chi-Chi earthquake (EERI, 2001), the damage to simply-supported PCI girder bridges provided a different view from which to examine the function of a rubber bearing system for simply- supported bridges (NCREE,…     

Effect of nano-MgO on mechanical performance of cement stabilized silty clay

Abstract

A series of direct shear tests were performed on cement-admixed silty clay to investigate the effect of cement content and nano-magnesia (MgO) on its shear strength properties. For each normal stress, shear strength increased with cement content. However, an obvious increment in shear strength was achieved when the cement content was adjusted from 13% to 17%. Both cohesion and friction angle of cemented soil increased with cement content, and exponential function was adopted to correlate both the factors with cement content. For cement content of 10% investigated in this study, the optimum nano-MgO content was 10‰, wherein the cohesion could reach the peak value. The microstructure of the mixture revealed that the structure of the mixture was compacted for the optimum nano-MgO content. However, micro-cracks were formed when the amount of nano-MgO exceeded its optimum content.