海洋立管焊接接头的断裂参量J积分研究

针对深水海洋立管的特点,采用弹塑性有限元计算方法,对裂纹深度、长度、管道径厚比等因素对海洋立管断裂参量J积分的影响进行了研究,并在此基础上分析不同焊接接头组配在加载过程中的断裂性能。结果表明,焊接接头J积分值与全母材是有所差异的。因此,在海洋立管焊接结构安全评定中,除考虑不同裂纹深度、长度、管道径厚比对海洋立管的影响外,还必须考虑焊缝组配对焊接接头断裂参量的影响。     

天然气互换性判定方法研究现状及发展前景

我国目前主要利用沃泊指数判别天然气的互换性,仅从热负荷的角度来考虑燃烧特性。为了寻找适合我国情况的天然气互换性方法,笔者结合我国的燃气性能对美国燃气协会(AGA)判定法、韦弗(Weaver)判定法、德尔布(Delbaurg)法、达顿(Dutton)法等一系列判定方法进行研究比较;除此以外,从长远角度出发,对我国天然气互换性方法进行了展望,即应该通过实验建立我国自己的互换性方法和互换性图。     

浅析小电流接地系统暂态选线新方法

文章介绍了国内小电流接地系统故障选线方法的的发展简况,在分析小电流接地故障暂态特征的基础上对近几年提出的几种较新的基于暂态特征信息的选线方法进行了简单的评述,同时筒略说明了不足之处.文章最后提出了一种基于暂态能量函数的小电流接地选线方法,并有待于进一步研究.     

风电场风机基础地基处理方案

在风电场风机基础地基处理过程中,地基处理方案的优劣直接关系到工程质量和工程造价.本文通过对某风电场工程在岩土工程勘察报告分析的基础上,对风机基础地基处理进行了多方案的比较,最终得出采用混凝土灌注桩处理地基为该工程的最优方案.     

Energy flux characteristics of seismic waves at the interface between soil layers with different saturations

Based on the multiphase poroelasticity theory describing the propagation of waves in the unsaturated fluid-saturated porous medium, the reflection and transmission coefficients of the seismic waves at the interface between soil layers with different saturations are obtained. Our unsaturated model consists of a deformable skeleton in which two compressible and viscous fluids (i.e., water and gas) flow in the interstices. Three compressional waves (i.e., P1, P2, and P3 waves) and one shear (i.e., S wave) wave exist in the unsaturated soils. The expressions for the energy ratios of the various reflected and transmitted waves at the interface during the transmission and reflection processes are presented in explicit forms accordingly. At last, numerical computations are performed and the results obtained are respectively depicted graphically. The variation of the energy ratios with the incident angle, wave frequency and saturation degrees of the upper and lower soil layers is illustrated in detail. The calculation results show that the allocation of incident seismic waves at the interface is influenced not only by the angle and frequency of the incident seismic waves, but also by the saturations of the upper and lower soil layers. It is also verified that, at the interface, the sum of energy ratios of the reflected and transmitted waves is approximately equal to unity as was expected. This study is of importance to several fields such as geotechnical engineering, seismology, and geophysics.     

Mechanical properties and failure characteristics of fractured sandstone with grouting and anchorage简

Based on uniaxial compression experimental results on fractured sandstone with grouting and anchorage, we studied the strength and deformation properties, the failure model, crack formation and evolution laws of fractured sandstone under different conditions of anchorage. The experimental results show that the strength and elastic modulus of fractured sandstone with different fracture angles are significantly lower than those of intact sandstone. Compared with the fractured samples without anchorage, the peak strength, residual strength, peak and ultimate axial strain of fractured sandstone under different anchorage increase by 64.5–320.0%, 62.8–493.0%, and 31.6–181.4%, respectively. The number of bolts and degree of pre-stress has certain effects on the peak strength and failure model of fractured sandstone. The peak strength of fractured sandstone under different anchorage increases to some extent, and the failure model of fractured sandstone also transforms from tensile failure to tensile–shear mixed failure with the number of bolts. The pre-stress can restrain the formation and evolution process of tensile cracks, delay the failure process of fractured sandstone under anchorage and impel the transformation of failure model from brittle failure to plastic failure.     

封闭型地质构造诱发煤与瓦斯突出的力学特性模拟试验

运用自行研发的大型三维煤与瓦斯突出模拟试验装置,模拟研究了石门揭露前方封闭型地质构造破坏区过程中围岩应力和瓦斯压力的分布及变化规律.结果表明:受构造应力影响,封闭型地质构造破坏区围岩初始应力较高,为正常区域初始应力的1.5～1.7倍;石门巷道推进过程中,封闭型地质构造破坏区围岩应力进一步增加,可达正常区域煤岩初始应力的2倍以上;封闭型地质构造破坏区临揭露前,仍然保持着较高的围岩应力和瓦斯压力,形成异常高的应力梯度和瓦斯压力梯度,为煤与瓦斯突出的发生提供了有利条件.     

电流互感器运行中常见问题的分析及其预防措施

电流互感器作为电流变换设备在电力系统生产运行中起着非常重要的作用,它为测量仪表、保护装置的正常运行提供电源.但电流互感器励磁特性差和二次回路误接线、断线、分流等问题严重影响电网系统的安全稳定运行.为了解决上述问题,根据生产运行中的实际经验,对上述问题产生的原因进行了分析,并提出了预防处理措施.     

宁夏固原地区泥岩工程特性试验研究

为研究宁夏固原地区饮水工程中泥岩的工程特性,对该地区泥岩进行了基本物理试验、耐崩解性试验、膨胀性试验和单轴压缩试验.试验结果表明:二次循环耐崩解系数为77%⁹2%,而且随着泥质矿物含量的增加,耐崩解系数逐渐降低;轴向膨胀率约是径向膨胀率的2.9倍,且二者均比较离散;侧限膨胀率的范围为1.01%92%,而且随着泥质矿物含量的增加,耐崩解系数逐渐降低;轴向膨胀率约是径向膨胀率的2.9倍,且二者均比较离散;侧限膨胀率的范围为1.01%⁴.40%;膨胀力一般为104.40%;膨胀力一般为10⁴0 kPa,膨胀力离散性比较大;天然状态和饱和状态泥岩的抗压强度都比较低,属于软岩;在饱和状态下,该地区泥岩的抗压强度骤降约75%;岩样的泊松比在天然状态下比饱和状态下小,天然状态下的弹性模量约是饱和状态下的2.5倍.     

基于文化管理视角的高职院校内涵建设探析

高职院校内涵建设的关键在于推行“以人为本”的文化管理模式．在具体的管理实践中,应当渗入人性化思想,把受文化支配的人的思想和情感作为重要指标,加强信念及价值观的培育,并充分发挥其在管理中的作用．这既是对传统教育管理机制的一种突破,也是对新型教育管理模式的创建．因此,厘清文化管理的特征、把握文化管理的原则、探索实施文化管理的思路和策略,具有理论和现实的双重意义．