闽江口底沙运动的放射性示踪法研究

本文报道了在福建省首次进行的应用放射性示踪法观测闽江口底沙运动的研究结果。详细叙述了放射性示踪沙的实验方法,结合水文和地质资料具体分析了实验结果,为外沙抛泥区的选择和内沙航道增深工程提供了科学依据。     

闽江口放射性示踪沙实验的辐射安全分析和环境污染评价

本文报道了我们在应用放射性示踪沙观测闽江口底沙运动的实验过程中,同时进行的现场辐射剂量监测和实验区周围环境的放射性污染监测方法和结果,并进行了辐射安全分析和环境污染评价。     

碎石桩加固液化场地高桩码头抗震性能分析

针对经典离心机振动台试验,构建液化场地高桩码头三维数值模型,并验证数值模型的正确性。在此基础上,系统研究加固区距码头的距离、碎石桩直径和长度等参数对液化场地高桩码头加固效果的影响,揭示了不同加固参数下液化场地高桩码头变形受力规律。研究发现：液化场地高桩码头抗震性能与这些参数呈正相关,并且大直径和长尺寸碎石桩可以有效地控制地震过程中高桩码头的水平位移和桩身弯矩。研究工作对液化场地高桩码头地基加固具有重要借鉴意义。     

基于性态的液化场地多跨桥梁桩基地震响应分析

针对液化场地多跨简支桩基桥梁体系,考虑地震随机性的不确定性和认知的不确定性,结合地震危险性曲线自身的不确定性,推导性态指标危险性曲线的解析表达式.利用地震动强度指标PGV/PGA,输入不同幅值的地震动,进行液化场地多跨桩基桥梁体系地震反应有限元分析.基于有限元数值分析结果,选取地震过程中关键位置位移和弯矩的最大值作为性...     

核电站取排水海域工程模型试验研究

循环冷却水及核安全用水的取排水设施是核电站的重要组成部分。本文着重介绍岭澳核电站水工模型试验中发现的取水明渠在大浪作用下产生长周期水面波动的问题及解决办法。其次对连云港核电站独具特色的排水方案的试验研究结果进行简单论述。     

Numerical simulations of shake-table experiment for dynamic soil-pile-structure interaction in liquefiable soils

A shake-table experiment on pile foundations in liquefi able soils composed of liquefi able sand and overlying soft clay is studied. A three-dimensional(3D) effective stress fi nite element(FE) analysis is employed to simulate the experiment. A recently developed multi-surface elasto-plastic constitutive model and a fully coupled dynamic inelastic FE formulation(u-p) are used to model the liquefaction behavior of the sand. The soil domains are discretized using a solid-fl uid fully coupled(u-p) 20-8 noded brick element. The pile is simulated using beam-column elements. Upon careful calibration, very good agreement is obtained between the computed and the measured dynamic behavior of the ground and the pile. A parametric analysis is also conducted on the model to investigate the effect of pile-pinning, pile diameter, pile stiffness, ground inclination angle, superstructure mass and pile head restraints on the ground improvement. It is found that the pile foundation has a noticeable pinning effect that reduces the lateral soil displacement. It is observed that a larger pile diameter and fi xed pile head restraints contribute to decreasing the lateral pile deformation; however, a higher ground inclination angle tends to increase the lateral pile head displacements and pile stiffness, and superstructure mass seems to effectively infl uence the lateral pile displacements.     

适配于多种地学仪器的数据采集系统

基于大地测量仪器所观测的地球物理变化量的性质和特点,介绍了一种可用于多种类型的大地测量仪器的高精度信号采集装置,以及配套研制的适应于应变固体潮、应变地震波、地脉动等多种观测需要的数字滤波技术和计算机虚拟仪表终端。     

The boundary conditions for simulations of a shake-table experiment on the seismic response of 3D slope

Boundary conditions can significantly affect a slope’s behavior under strong earthquakes. To evaluate the importance of boundary conditions for finite element (FE) simulations of a shake-table experiment on the slope response, a validated three-dimensional (3D) nonlinear FE model is presented, and the numerical and experimental results are compared. For that purpose, the robust graphical user-interface “SlopeSAR”, based on the open-source computational platform OpenSees, is employed, which simplifies the effort-intensive pre- and post-processing phases. The mesh resolution effect is also addressed. A parametric study is performed to evaluate the influence of boundary conditions on the FE model involving the boundary extent and three types of boundary conditions at the end faces. Generally, variations in the boundary extent produce inconsistent slope deformations. For the two end faces, fixing the y-direction displacement is not appropriate to simulate the shake-table experiment, in which the end walls are rigid and rough. In addition, the influence of the length of the 3D slope’s top face and the width of the slope play an important role in the difference between two types of boundary conditions at the end faces (fixing the y-direction displacement and fixing the (y, z) direction displacement). Overall, this study highlights that the assessment of a comparison between a simulation and an experimental result should be performed with due consideration to the effect of the boundary conditions.     

黄河三角洲南部宁海—西双河叶瓣潮滩沉积物粒度特征与季节变化分析

根据15个表层沉积物丰、枯季粒度数据,综合运用Pejrup粒度三角图、粒径-标准偏差曲线以及粒度参数分析法,对现代黄河三角洲南部宁海西双河叶瓣潮滩丰、枯季沉积物粒度特征进行了分析.结果 表明:沉积物粒度存在季节性变化,且空间分布不同.丰季由于降水量大,总体沉积环境相对稳定;枯季沉积环境相对动荡,受现代黄河影响明显.粒度...     

E-Defense建设与相关研究

详细介绍了目前世界最大三维地震模拟振动台现代先进的技术性能与测控系统,以及E-De-fense别名与徽标寓意、建设背景与意义、设施组成与功能、运行组织与管理、服务与研究计划、已完成研究项目、成果公布与共享途径、利用形式与申请程序等若干引起关注的问题,并简述了日本大大特研究计划及其在E-Defense实施内容,同时提出了我们利用E-Defense开展相关研究的一点建议,以供我国基于E-Defense试验条件寻求与日本合作时参考。