配置高强箍筋混凝土框架梁端抗震性能试验研究

进行15个框架梁端试件的低周反复加载试验,其中试件的剪跨比包括1.4、2.5和3.4,试件的受力纵筋为HRB500级钢筋,箍筋为970MPa级PC钢棒和HRB400级钢筋。研究配置高强纵筋和高强箍筋的混凝土框架梁端的破坏特征、滞回曲线、骨架曲线、位移延性和刚度退化等抗震性能和极限承载力,分析平均约束应力（ ）的影响,并利用试验结果对比分析了中国、美国和日本相关标准的受剪承载力计算公式。结果表明：提高 可限制试件裂缝开展,降低破坏程度,使试件滞回曲线饱满,并可提高其抗震性能与极限承载力,但对受弯破坏试件的承载力和位移延性的提高幅度不大,且过大的 会使梁身过强而出现梁端结合面破坏;达到极限承载力时,所有试件的受力纵筋均屈服,受剪破坏试件中PC钢棒箍筋的实测最大应变值为 ;当取 为钢筋实测屈服强度且 ≤3.5MPa时,按《混凝土结构设计规范》（GB 50010-2010）和《高强箍筋混凝土结构技术规程》（CECS 356-2013）计算受剪承载力与试验值之比平均分别为0.91和0.87。     

双鸭山市西沟超大型石墨矿的发现过程与启示

黑龙江省双鸭山市西沟石墨矿床赋存于中—新元古界兴东岩群大盘道岩组变质岩中,矿床成因类型为沉积变质型石墨矿床,该矿床为近年来国内发现的少见的优质超大型石墨矿床。本文从矿床发现过程中的探索与创新角度出发,重点研究西沟石墨矿床从发现到取得重大突破的艰辛历程,在西沟石墨矿勘查过程中的探索和创新,为在国内外发现类似矿床提供了一定的启示,对推进全国找矿突破战略行动也有重要启示意义,对今后相似矿种的勘查将起到积极的示范作用。     

综合考虑水平和竖向地震作用的边坡稳定数方法

基于泰勒稳定数方法的拟静力分析是土坡地震稳定分析方法之一,该方法可以考虑水平地震作用得出地震作用下土坡的安全系数,但忽略了竖向地震作用的影响。为同时考虑水平和竖向地震作用,在前人工作的基础上,通过理论分析和公式推导,本文建立了一个能够同时考虑水平地震作用和竖向地震作用的解析公式,形成了改进的泰勒稳定图方法和计算流程。本文采用一个简单算例,通过与有限元计算结果的对比,验证了改进边坡稳定图方法的有效性。该方法能够方便地估算简单均质黏性土坡的稳定安全系数,为边坡工程抗震设计验算提供了参考。     

青海祁漫塔格西段小盆地南地区金矿勘查远景浅析

小盆地南位于青海祁漫塔格西段,大地构造位置位于祁漫塔格北坡岩浆弧带,成矿地质条件优越。在综合分析该地区地质条件的基础上,对区内的2个1∶1万土壤地球化学综合异常进行了较为系统的查证,初步圈定了10条含金毒砂绢英岩化花岗斑岩脉,确定区内含矿岩性为毒砂绢英岩化花岗斑岩脉,初步建立了地质、地球化学及构造的找矿标志,探讨了矿床的成因为岩浆热液型,分析认为区内具较好的找矿前景。     

贵州英坪磷矿Ⅱ号矿体地质特征及控矿因素

英坪磷矿位于黔中地区瓮福矿田内,为大型海相生物化学沉积磷块岩矿床。通过前后两次勘查工作,区内发现磷矿体仅b矿层具有工业价值,在此之下的a矿层以及之上的Zb-p含磷标志层均不具工业价值;也证实了Ⅱ号矿体为区内主矿体,单矿体资源量已超亿吨,占比97%。Ⅱ号矿体厚度具有相对集中(稳定)、厚大(厚层)的特点;P2O5含量相对稳定,变化幅度小,具有均匀的特点;受破矿断层的影响,矿体在横向上叠瓦状排列而重复,在走向上错列而断开。矿石自然类型有致密状、团块状及砂砾状磷块岩;矿石结构有凝胶(胶状)结构、砂屑结构及砾屑(粒屑)结构;矿石构造有块状构造、层纹状构造、条带状构造及团块状构造。通过英坪磷矿控矿因素分析认为,早震旦世-早寒武世含磷岩系的沉积演化是形成海相同生沉积磷块岩矿床的先决条件;黔中古构造运动形成了区域上由西向东依次为古陆-滨岸-浅海-深海的古地理格局;黔中古陆的沉积环境及岩相直接控制了磷矿床的形成和分布;干燥、炎热的古气候是磷质聚集、浓缩与富集的必要条件。     

复杂温压条件下循环载荷对水泥环密封完整性的影响实验研究

针对油气井试压,试油,压裂等多工况下的复杂温压条件,分析了循环载荷下的固井界面位移变化情况,基于水泥环密封完整性实验装置,运用气窜法测试了高温高压养护条件下水泥环在套管内压力循环载荷下的密封完整性,并运用CT扫描技术对循环载荷施加前后的试件进行了三维可视化分析。实验结果表明:在较高套管内压循环载荷条件下,经过一定数量轮次的加载/卸载循环后,水泥环在卸载过程中容易发生密封失效,且随着套管内压循环载荷的增大,水泥环密封失效所需的循环轮次越来越少;运用CT扫描手段证实了在套管内压力循环载荷条件下,水泥环一界面最易失效,且损伤最为严重,该研究结论可为复杂温压条件下的水泥环密封完整性评价及保护提供技术指导。     

小秦岭大湖金矿区深部矿体原生晕特征及其找矿应用

矿床原生晕地球化学轴向分带是深部矿体预测的重要依据。金成矿成晕具有多期多阶段叠加特点,本文通过对大湖矿区矿体原生晕元素进行统计分析和空间分布特征研究,总结了大湖矿区金矿体的原生晕理想模型:即前缘晕元素组合为As、Sb,近矿晕元素组合为Bi、Au、Ag、Mo、Pb、Cu,矿尾晕元素组合为Mn、Zn、V、Co、Ni。根据原生晕特征进行成矿预测,经过工程验证,在8线发现4层金矿体,在4线发现1层金矿体,取得了较好的找矿效果,为小秦岭金矿田其他矿区的深部找矿勘探提供了参考。     

Investigation on seismic performance and shear strength of high‐strength concrete‐filled polyvinyl chloride tube short columns

This paper innovatively designs polyvinyl chloride tube (PVCT) with high‐strength concrete (HC) and presents the results of cyclic loading tests on new reinforced high‐strength concrete short columns, including three high‐strength concrete‐filled PVCT (HC‐PVCT) short columns, one high‐strength concrete‐filled steel tube short column and one HC short column. The main objective of this research was to evaluate the seismic behaviors of HC short columns based on the quasistatic test of the columns. The design parameters of the columns in the experiments were axial compression ratio, reinforcement measures, concrete strength, stirrups configuration, and the height‐diameter ratio of tubes. The crack distribution, failure modes, hysteresis loops, skeleton curves, energy dissipation capacity, strength degradation, stiffness degradation, and cumulative damage of the columns were presented and analyzed. The results showed that the HC‐PVCT column had a fuller hysteretic loop and a higher peak load than the HC column. Compared with HC column, the strength degradation of HC‐PVCT columns was slower, and the ductility increased significantly. With a larger axial compression ratio, the ductility of HC‐PVCT columns was decreased. Based on the test and analysis results, a modified HC‐PVCT design method was proposed to calculate the nominal shear strength of HC‐PVCT short columns.     

Proposal of an equivalent linearization method to predict seismic hysteretic energy demand considering stiffness degradation effects

To overcome complexities and shortcomings of previous studies, a new method is proposed to derive an equivalent linear model for predicting seismic hysteretic energy demand of bilinear single degree of freedom (SDOF) models. A new displacement spectrum is defined, which represents hysteretic energy. It is found that by increasing initial period and damping of a nonlinear system in the correct proportion and defining a linear model with these characteristics, the new developed displacement can be achieved. Error minimization is applied through an algorithm to find the optimum equivalent period corresponding to an equivalent damping utilizing two sets of far‐field and near‐field earthquakes. To analyze the effects of stiffness degradation, the proposed algorithm has been implemented on modified Clough hysteretic model as well. Comparing the results, effects of stiffness degradation on the ratio of equivalent to initial period is evident in the short period range, while with increasing initial period, the effect can almost be neglected at higher values of ductility. Nonlinear regression analysis is carried out to provide the equations for predicting equivalent linear parameters as a function of ductility. Despite the previous predictive equations, the proposed model is independent of earthquake characteristics and response‐related parameters, which has increased efficiency as well as simplicity.     

松辽盆地安达凹陷卧里屯北区块扶余油层沉积微相研究

研究区位于松辽盆地大庆长垣以东地区安达凹陷北部,由于该地区勘探程度较低、钻井数量较少,造成了该区块油气地质方面的研究水平相对较低。为了落实对该区块下一步勘探目标,通过对沉积相分析、测井相分析、地震属性预测以及井震结合等技术方法,精确识别研究区扶余油层的沉积微相类型及其特征研究,认为该区发育2种亚相6种微相。在沉积微相横向与纵向展布规律的基础上,充分应用地震属性预测技术,实现了沉积微相平面展布规律的精确刻画,为储层砂体预测及勘探有利区优选奠定了良好的基础。