新型装配式混凝土框架连接节点抗震性能试验

为推广装配式混凝土框架结构的应用,提出3种不同的新型装配式钢筋混凝土框架中节点连接形式,进行低周往复荷载试验。对比各试件的破坏形态、滞回性能、刚度退化、累积耗能和节点剪切变形等抗震指标。研究结果表明:采用方钢管连接的装配式混凝土节点呈现梁端弯曲破坏,采用工字钢连接或对拉螺栓连接的节点呈现节点核心区剪切破坏。采用方钢管的连接形式既能改善节点核心区的破坏形态,又能提高其承载能力、变形能力、耗能能力和梁端转动能力,同时显著改善节点的滞回特性,减小核心区的剪切变形。在弹塑性和塑性变形阶段,采用方钢管连接形式的装配式混凝土节点的抗震性能优于工字钢连接和对拉螺栓连接的节点。此外,采用工字钢连接形式比对拉螺栓连接形式的节点具有更高的承载能力、耗能能力和较小的核心区剪切变形。     

Numerical modeling of lock-exchange gravity/turbidity currents by a high-order upwinding combined compact difference scheme

This study presents two-dimensional direct numerical simulations for sediment-laden current with higher density propagating forward through a lighter ambient water.The incompressible NavierStokes equations including the buoyancy force for the density difference between the light and heavy fluids are solved by a finite difference scheme based on a structured mesh.The concentration transport equations are used to explore such rich transport phenomena as gravity and turbidity currents.Within the framework of an Upwinding Combined Compact finite Difference(UCCD)scheme,rigorous determination of weighting coefficients underlies the modified equation analysis and the minimization of the numerical modified wavenumber.This sixth-order UCCD scheme is implemented in a four-point grid stencil to approximate advection and diffusion terms in the concentration transport equations and the first-order derivative terms in the Navier-Stokes equations,which can greatly enhance convective stability and increase dispersive accuracy at the same time.The initial discontinuous concentration field is smoothed by solving a newly proposed Heaviside function to prevent numerical instabilities and unreasonable concentration values.A two-step projection method is then applied to obtain the velocity field.The numerical algorithm shows a satisfying ability to capture the generation,development,and dissipation of the Kelvin-Helmholz instabilities and turbulent billows at the interface between the current and the ambient fluid.The simulation results also are compared with the data in published literatures and good agreements are found to prove that the present numerical model can well reproduce the propagation,particle deposition,and mixing processes of lock-exchange gravity and turbidity currents.     

A Preliminary Analysis of the Seismogenic Structure of the Akto MS6.7 Earthquake Sequence on November 25, 2016

In this study,data from the Xinjiang regional network and IRIS shared global stations are used to relocate the Akto M_S6. 7 earthquake sequence on November 25,2016 by using double difference location method. Three earthquakes of M_S4. 8,M_S6. 7 and M_S5. 0 are inverted by using the g CAP method,and the focal mechanism solutions are obtained.According to the results of relocating,the location of the main shock is 39. 22°N,73. 98°E,the distribution of the earthquake sequence is about 70 km in length,and the focal depth is mainly within the range of 5-20 km. The plane and depth profiles of the earthquake sequence show that aftershocks extended in SEE direction after the main shock and the dip angle of fault plane is steep. Focal mechanism results show that the three earthquakes are characterized by strike-slip movement. Based on the results of field geological investigation,it is inferred that the seismogenic fault of the Akto earthquake is Muji fault,which is located at the northernmost end of the Kongur extensional system.The possible cause of this earthquake is that the Indian Plate continues to push northward,and during this compression process,the Indian Plate is affected by the clockwise rotation of the Tarim basin,which causes the accumulation of right-lateral action of the Muji fault,resulting in this earthquake.     

2017年九寨沟MS 7.0地震震源深度测定

为了更好地确定2017年8月8日九寨沟M_(S )7.0地震震源深度其发震机理,利用四川、甘肃和青海区域地震台网的观测波形数据,采用多种方法研究了此次地震的震源深度。首先,采用gCAP方法反演了九寨沟M_(S )7.0地震的震源机制解和矩心深度,结果显示,节面Ⅰ走向243°/倾角87°/滑动角-158°,节面Ⅱ走向151°/倾角68°/滑动角-3°,矩震级为M_(W )6.5,矩心深度为8 km;然后,采用ISOLA近震全波形方法反演了此次地震的震源机制解,反演结果与gCAP方法结果相差不大,矩心深度为7 km;最后,通过sPn震相与Pn震相之间的走时差测定此次地震初始破裂震源深度,结果显示深度约为12 km。研究表明,九寨沟M_(S )7.0地震的矩心深度为7—8 km,初始破裂深度约为12 km。     

我国大型岩土工程施工安全风险管理研究进展

在我国,以城市轨道交通、高速公路网建设、高速铁路网建设、重大水利工程建设等为代表的大型岩土工程具有尺度大、施工周期长、操作复杂和工程安全状况堪忧的特点。不同类型的安全事故持续不断,造成的经济损失和人员伤亡居高不下。概括总结了2010－2017年间我国大型岩土工程施工安全风险管理研究方面的主要进展,包括：（1）大型岩土工程施工安全风险管理重大科技项目、成果奖励、规范;（2）大型岩土工程施工安全风险分析与评估方法方面研究进展;（3）大型岩土工程施工安全风险监控与预警方面研究进展;（4）大型岩土工程施工安全风险管理信息化技术与平台方面研究进展;（5）大型岩土工程施工安全风险智能化分析与控制方面研究进展。基于我国大型岩土工程施工安全风险管理研究方面主要进展的分析,提出了我国大型岩土工程施工安全风险管理方面面临的新挑战：（1）定量化风险评估理论和技术的应用推广;（2）风险决策理论;（3）推行全过程安全风险管理计划;（4）构建岩土工程安全事故案例共享平台;（5）基于大数据挖掘技术的岩土工程参数分析与控制;（6）智慧岩土工程研究和建设。     

高温循环作用后大理岩裂纹扩展试验研究

利用偏光显微镜对经历不同高温循环作用后的细粒大理岩进行观测,通过统计微裂纹长度、开度、数量等参数,探讨不同加热循环次数后岩样内微裂纹的扩展规律。结果表明,（1）经历不同热循环次数作用的岩样,微裂纹的数量和长度均不同,未经热处理岩样内颗粒致密,胶结较好,内部无明显的微裂纹。经历4次热循环作用后岩样内微裂纹发育明显,以晶界裂纹为主,开度和长度均显著增加。岩样经历16次热循环作用后开度持续增大,为55 µm,是4次热循环的4倍;（2）对不同热循环处理后岩样内部发育微裂纹的方向进行了统计,发现微裂纹无明显的方向性,还表明细观切片的取样位置对微裂纹的发育影响不大;（3）线性裂纹密度随热循环次数的增加而增大,经历16次热循环作用后岩样的线性裂纹密度是没有经历热处理岩样的21倍。     

拖曳声源深海传播损失算法改进

为实现水声传播损失高效准确计算,以满足工程应用要求,基于南海某深水海域水声调查数据研究改进拖曳声源深海传播损失算法。首先,对信号时间序列分析发现:深海多途传播结构显著,可分为直达波、第一二次海底反射波,信号幅度逐渐减小,海面反射波与直达波重叠;目标信号中心频率产生多普勒频移,与声源拖曳速度对应较好;"单频"正弦信号并非单一频点上的声信号,为一窄带功率谱,谱峰对应信号中心频率。进而,从信号识别及多途效应处理两方面对算法进行改进:基于功率谱频带分布,设计Butterworth滤波器带通截止频率,从频域上滤除噪声信号;依据环境噪声电压幅值,制定其判定标准,从时域剔除与目标信号同频带噪声信号。算法改进后可较好适应低信噪比环境下多途拖曳声源信号能量计算,快速高精度得到传损失数据。     

流体包裹体特征及其地质意义——以甘肃省芨岭铀矿床为例

为确定芨岭铀矿成矿流体的性质,对成矿期碳酸盐脉开展了详细的流体包裹体研究。包裹体岩相学和显微测温结果表明,碳酸盐脉主要发育气相包裹体、液相包裹体和纯液相包裹体;包裹体均一温度为141~295℃(峰值分别为170~180℃、240~250℃),盐度为2.09%~7.69%Na Cleqv(峰值5%~6%NCleqv),属于低-中温、低盐度铀矿床。激光拉曼和群体包裹体成分分析结果显示:成矿流体气相成分以CH_4、H_2为主,H_2S、N_2、CO_2次之,液相成分富H_2O和CH_4,成矿流体属于NaCl-H_2O±CH_4±CO_2体系。结合C、O同位素组成,δ~(13)C_(VPDB)值在-1.50‰~-6.33‰之间,δ~(18)O_(SMOW)值为-2.577‰~5.051‰,成矿热液的水源主要为岩浆热液与大气降水混合特征,且以大气降水形成为主。结合成矿流体特征,流体不混溶或沸腾作用导致相分离产生铀沉淀,以及流体脱气(CO_2)作用导致铀矿质沉淀、富集,是芨岭铀成矿的主要成因。     

UAV航测和TLS技术在广钢遗址测绘建模中的应用

联合应用地面三维激光扫描技术和无人机航测技术采集了广钢炼钢遗址空间数据,并进行了现状测绘与三维建模。三维激光扫描获取遗址内外高精度点云数据;无人机航测获取遗址顶部点云及周边地形DSM和DOM,将航摄DSM数据拟合到激光点云上,使得航摄DSM精度达到12.6cm,且弥补了激光点云的漏洞;采用融合的点云数据测制了平立剖测绘图,建立了三维模型。上述两种技术优势互补,形成了一种高效率、高精度、全方位的历史遗迹测量与建模的解决方案。     

深厚钙质黏土层冻结特征与冻结温度场数值模拟

为了解决杨村煤矿井筒在深厚黏土层层位掘砌时遇到的冻结管断裂难题,分析了施工中产生的问题,并采用ANSYS有限元软件模拟出该黏土层段温度场分布规律,细化导热系数区间,使计算结果与测温孔数据接近。结果表明,强化冻结工艺和采用短段掘砌施工是解决深厚黏土层安全施工的有效措施,对日后井筒在该层位的施工具有一定参考价值。