1983年山东菏泽5.9级地震地下流体异常的检验性预测

本文对１９８３年山东菏５．９级地震震中周围２００ｋｍ范围内８口井１７个测地下流体观测资料,采用地下流体群体异常演化层次跟踪法,对菏治５．９级地震进行了中期,短期和短临三个时间尺度的震情预测,     

Deep xenoliths in alkalic porphyry, Liuhe, Yunnan, and implications to petrogenesis of alkalic porphyry and associated mineralizations

Na-rich microlite-glass is first discovered in deep-source xenoliths in alkali-rich porphyry, Liuhe village, Heqing County, Yunnan Province. It is shown that the ultramafic xenoliths originated from partial melting of primary mantle and the glass resulted from metasomatism between the xenoliths and mantle fluid derived from mantle degassing. Mantle metasomatism not only resulted in the enrichment of alkaline, large-ion elements, ore metals and volatiles but also created a favorable condition for the generation of alkaline magmas. The mantle xenoliths and their characteristics of mantle metasomatism provide important evidence for a better understanding of the petrogenesis and mineralization of the Cenozoic alkali-rich porphyry in western Yunnan.     

CJF-20冲击反循环钻机钻进工艺技术分析

根据冲击碎岩理论和冲击反循环钻进中的工艺技术参数,结合工程施工实例对ＣＪＦ－２０冲击反循环钻机的钻进工艺技术进行了初步的分析探讨,实践表明,ＣＪＦ－２０冲击反循环钻机应用于复杂地层钻进成孔可取得了较好的技术经济效果。     

处理灌注桩质量缺陷的压浆加筋法介绍

结合两个工程实例,介绍了用压浆加筋法处理两种不同类型的基桩质量缺陷的设计、施工工艺方法,并对加固处理后的效果进行了分析     

局部异常体井间地震走时层析成像研究

通过数值模拟试验 ,验证了利用井间地震走时层析成像方法技术可以分辨线性尺度为1个像元宽度的目标 ;讨论了表层低速带对基岩中异常体地震走时层析成像分辨率的影响 ;给出了高分辨率探测局部异常体井间地震走时层析成像方法技术 ,即最佳的观测系统、有效的数据采集技术、精细的数据预处理和优化的正反演算法。通过实际工程应用表明 ,该方法技术具有良好的效果     

问题中的理论平均波阻(英文)

利用准三维的ｆＫｄＶ方程和四区间划分法,理论给出了任意截面的直渠道中先锋孤立子生成的理论平均波阻和区间平均能量的时间变化率。基于ｆＫｄＶ方程系数的正则性,文中结果是Ｘｕ等人结果的一个推广。对具有相同截面面积的正方形和等腰三角形截面的渠道及在不同强迫源和强迫源速度条件下,对理论平均波阻和平均生成能的时间变化率进行了数值比较和理论预报。比较指出,理论和数值结果吻合得很好。     

Generating Velocities in Precursor Soliton Generation in a Straight Channel with Arbitrary Cross Section

利用准三维的ｆＫｄＶ方程及四区间划分法,理论上求得了先锋孤立子生成诸速度—先锋孤立子的运动速度、压水区中流的速度及尾波列第一个跨零点的速度。所述理论是Ｘｕ等人的先锋孤立子生成理论的一个推广。作为应用的例子,运用作者得到的理论结果,对具有相同截面面积的等腰三角形和正方形截面的直渠中先锋孤立子生成的诸速度进行了理论预报和数值比较。比较指出,理论和数值结果吻合得很好。     

西藏冈底斯斑岩铜矿带厅宫铜矿床流体包裹体研究

厅宫斑岩铜矿床是西藏冈底斯斑岩铜矿带上重要的矿床之一。为了探明该矿床成矿流体的成分及温压条件等物理化学性质,文章对厅宫铜矿各蚀变阶段石英脉及石英斑晶中的流体包裹体进行了显微测温、四极杆质谱、离子色谱和激光拉曼探针分析,结果表明：厅宫铜矿成矿流体为高温、高盐度岩浆热液,成矿事件主要发生在340～380℃,成矿过程中流体发生了沸腾;成矿流体中气相成分以H2O为主,还含有一定量的CO2及少量的CH4、H2S、C2H6等气体;液相中离子以K^＋、Na^＋、Cl^-、SO4^2-、F^-等为主,还含有少量的Ca^2＋、Mg^2＋等;另外,出现大量气泡先消失、子矿物后熔融的Ⅲa类包裹体,表明有些成矿流体可能直接来源于深部岩浆的出溶作用。     

Boundary frame contribution in coupled and uncoupled steel plate shear walls

The steel plate shear wall (SPSW) system is a robust option for earthquake resistance due to the strength, stiffness, ductility and energy dissipation that it provides. Although thin infill plates are efficient for resisting lateral loads, boundary frames that are proportioned based on capacity design requirements add significant structural weight that appears to be one of the factors limiting the use of the system in practice. An alternate configuration, the SPSW with coupling (SPSW‐WC), was explored recently as an option for increasing architectural flexibility while also improving overall system economy and seismic performance. The SPSW‐WC, which extensively employs flexural boundary frame contribution, has shown promise in analytical, numerical and experimental studies, but recent research on uncoupled SPSWs suggests that boundary frame contribution should not be considered for carrying seismic design shear. As a result, in the present study, boundary frame contribution in SPSWs was explored with detailed three‐dimensional finite element models, which were validated against large‐scale SPSW‐WC tests. Six‐story systems were considered, and the study matrix included single and double uncoupled SPSWs along with coupled SPSWs that had various degrees of coupling. Variations in design methodology were also explored. The modeling framework was employed to conduct static monotonic and cyclic pushover analyses and dynamic response history analysis. These analyses demonstrate the beneficial effect of coupling in SPSWs and illustrate the need to consider boundary frame contribution in design of coupled SPSWs. In addition, sharing design shear between the infill plate and the boundary frame is more generally shown to not be detrimental if this sharing is done in the design stage based on elastic analysis and the resulting boundary frame provides adequate secondary strength and stiffness following infill plate yielding. Copyright © 2017 John Wiley & Sons, Ltd.     

地震作用下双薄壁高墩刚构桥桥台处的碰撞效应及减碰措施

针对双薄臂高墩连续刚构桥两侧桥台处主梁与背墙的碰撞现象,基于桥台-背土作用简化模型和Kelvin碰撞模型,采用非线性时程法研究碰撞对双薄臂墩地震剪力、弯矩、曲率和位移,以及支座纵向变形的影响。提出可牺牲背墙、阻尼器、加强型横系梁等三种减碰措施,并对比分析其减碰效果。研究表明:碰撞会显著增大高墩的地震内力和曲率响应,降低墩顶位移和支座的纵向变形;碰撞刚度的变化对碰撞效应的影响在20%以内;可牺牲背墙和阻尼器两种减碰措施均可大幅降低桥墩的地震内力和曲率,使其接近不考虑碰撞时的状态,阻尼器同时还可以保护支座不超过容许变形,而可牺牲背墙则会导致支座的地震破坏;加强型横系梁不能发挥减碰作用,反而会增大桥墩的地震响应。