Laboratory study on cement admixed marine silt bricks

For the purpose of efficient utilization of sediments dredged from harbor, a new method was proposed in this study. Marine silt bricks were made by mixing sediments with cement and gypsum, placing it in a cubic mold with 240 mm in length, 115 mm in width, and 53 mm in height, and curing for certain days. To investigate the effects of cement and initial water content of soil on the mechanical behavior of marine silt bricks, unconfined compressive and flexural strength tests were carried out. Given the same curing time and cement content, the higher the initial water content, the lower the compressive and flexural strength. After 60 days of curing, the compressive strength of marine silt bricks with cement content = 20% and water content = LL (liquid limit) reached approximately 5 MPa. The flexural strength was relatively low. The flexural strength of marine silt bricks with 20% cement and water content = LL was around 1.5 MPa. The compressive and flexural strength decreased with the increase of water/cement ratio. As for the curing time, longer curing time had a positive impact on the compressive strength. The ratio of flexural to compressive strength varied slightly in the range of 0.4–0.5.     

T形配钢钢骨混凝土柱抗震性能数值分析

为研究非对称配钢钢骨混凝土柱的抗震性能,基于12根T形配钢钢骨混凝土柱的拟静力试验研究进行非线性数值模拟,了解其破坏机制、承载力、延性及耗能能力,探讨轴压比、配钢率、剪跨比对抗震性能的影响。结果表明,低周反复荷载作用下T形配钢钢骨混凝土柱滞回曲线饱满,具有良好的延性和耗能能力。在峰值荷载前,数值模拟结果与试验结果吻合较好。轴压力在一定范围内提高了试件承载力,但降低了延性;增大配钢率能提高试件的承载力、刚度和延性,使得峰值荷载后试件的性能退化趋于平缓;剪跨比对试件破坏形态有显著影响,随剪跨比的增大试件延性性能提高。     

高强度Q460钢材高温力学性能试验研究

采用恒温拉伸法和振动法分别对国产高强度Q460钢材在高温下的强度和弹性模量进行了试验研究。根据试验结果对屈服强度、极限强度和弹性模量进行了拟合,得到了Q460钢材的力学性能指标随温度变化的函数表达式。将Q460钢的高温力学性能指标和普通结构钢进行了对比。研究结果表明:高强度Q460钢材的强度和弹性模量随温度的升高而降低;Q460钢材高温下的强度折减系数比普通钢低,同等条件下,Q460钢结构比普通钢结构具有较好的抗火性能。     

基于Linux字符设备的数字地震仪参数模型

地震仪器在长期稳定运行的过程中, 系统参数的有效管理发挥着重要的作用。 针对地震数据采集器EDAS-24IP参数管理模型的一些问题, 开发出了一种新型的基于Linux字符设备的数字地震仪参数模型, 该模型在稳定性、 易用性、 实时性等方面都比原有模型有了很大的提高, 不会出现由于参数文件丢失而导致系统无法重新启动的问题。     

安徽地区震源参数的相关性研究

基于安徽数字地震台网2010年1月至2017年12月记录到的ML2.5~5.0级地震,根据中小地震震源参数测定原理,利用多台多地震联合反演Atkinson方法和Moya方法分别计算了安徽地区地壳平均非弹性衰减因子Q值和安徽24个省属专业地震的台站场地。在此基础上,运用遗传算法求得安徽地区96个地震事件的震源谱参数,进而根据Brune中小地震圆盘模型计算其拐角频率、地震矩、应力降、矩震级、震源尺度等震源参数,并分析其特征及相互之间的关系。研究结果表明:安徽地区中小地震的ML震级与其他震源参数之间存在一定相关关系,而地震矩M0与应力降Δσ、震源尺度r和拐角频率fc之间并未表现出明显的相关关系。     

Computing the Sensitivity Kernels for 2.5-D Seismic Waveform Inversion in Heterogeneous,Anisotropic Media

2.5-D modeling and inversion techniques are much closer to reality than the simple and traditional 2-D seismic wave modeling and inversion. The sensitivity kernels required in full waveform seismic tomographic inversion are the Fréchet derivatives of the displacement vector with respect to the independent anisotropic model parameters of the subsurface. They give the sensitivity of the seismograms to changes in the model parameters. This paper applies two methods, called ‘the perturbation method’ and ‘the matrix method’, to derive the sensitivity kernels for 2.5-D seismic waveform inversion. We show that the two methods yield the same explicit expressions for the Fréchet derivatives using a constant-block model parameterization, and are available for both the line-source (2-D) and the point-source (2.5-D) cases. The method involves two Green’s function vectors and their gradients, as well as the derivatives of the elastic modulus tensor with respect to the independent model parameters. The two Green’s function vectors are the responses of the displacement vector to the two directed unit vectors located at the source and geophone positions, respectively; they can be generally obtained by numerical methods. The gradients of the Green’s function vectors may be approximated in the same manner as the differential computations in the forward modeling. The derivatives of the elastic modulus tensor with respect to the independent model parameters can be obtained analytically, dependent on the class of medium anisotropy. Explicit expressions are given for two special cases—isotropic and tilted transversely isotropic (TTI) media. Numerical examples are given for the latter case, which involves five independent elastic moduli (or Thomsen parameters) plus one angle defining the symmetry axis.     

70 kV超低管电压低对比剂用量冠状动脉CTA研究

目的：探讨采用基于AI的新迭代重建算法与低管电压在降低肥胖患者冠状动脉CTA辐射剂量的可行性。方法：选取行冠状动脉CTA检查的肥胖患者40例,随机分为两组。常规剂量组（A组）和低管电压剂量组（B组）各20例。常规剂量组采用管电压120 kV,管电流200 mAS扫描,低剂量组采用管电压80 kV,管电流200 mAS。采集数据传输到后处理工作站后,分别采用常规迭代重建算法和基于AI的新迭代重建算法的图像重建,对比分析两组的主动脉平均CT值、主动脉及左冠状动脉的信噪比、对比噪声比和右冠状动脉的噪声、信噪比。结果：B组主动脉的平均CT值、主动脉及左冠状动脉的信噪比、对比噪声比和右冠状动脉的噪声、信噪比、对比噪声比与A组无明显统计学差异;两组冠状动脉主观图像质量评分无明显差异;但B组的辐射剂量较A组降低68.2％。结论：新迭代重建算法能够显著性提高重建的图像质量,在新迭代重建算法的加持下,用80 kVp的管电压可以明显降低辐射剂量,同时获得与常规剂量图像质量相当的冠状动脉CTA图像。

     

四川阿坝地区刷马金矿床地质地球化学特征及成因探讨

通过对刷马地区地质构造、矿床时空演化以及水系沉积物、土壤、岩石地球化学特征的综合研究,结合地质背景和区域地质环境,认为刷马地区金矿床赋存于上三叠统侏倭组变质石英砂岩中,严格受北西向的韧-脆性剪切带控制,与金矿化有关的蚀变主要有黄铁矿化、硅化、碳酸盐化、毒砂化和黄铜矿化,1∶20万、1∶5万水系沉积物和1∶1万土壤均显示有Au、As、Sb、Hg的地球化学组合异常,1∶20万水系沉积物异常显示Au矿矿田范围,1∶5万水系沉积物异常显示矿区位置,而1∶1万土壤异常与矿体展布基本一致,异常带稳定连续、规模大,异常展布受控于韧-脆性剪切带,是有利的Au成矿区,具有巨大的找矿潜力,其矿床类型初步判定为微细浸染型金矿床(卡林型金矿)。     

基于云计算技术的常用坐标转换实现

云计算技术可以使计算能力在Internet范围内无限扩展,使通过多点提供无限多的服务成为可能.通过PHP、JavaScript、AJAX 三种技术的结合,可以实现云计算.常用坐标转换是指测量中经常用到的几种坐标转换方法.常用坐标转换方法通过云计算技术实现,可以在Internet范围内提供坐标转换服务,这种应用带来的效率...     

海底管线冲刷悬空及其抑制技术研究综述

海底管线作为海洋工程的重要组成部分,其安全性受到广泛关注。本文简单回顾了国内外学者通过物理实验、理论分析与数值模拟等方法研究海底管线冲刷悬空及防护问题的成果,并对工程中应用较广泛的防护方法的优缺点进行了简单对比,为该领域的进一步研究提供参考。