校正大地电磁测深中静态效应的首枝重合法

着重论述如何用首枝重合法校正静态效应。提出用等权正交多项式拟合视电阻率曲线真实位置；指出了选择参考频率的原则；以及如何自动识别是否有静态效应的影响，产生了何种形式的静位移。分析静校正处理后的资料可知，静态效应影响几乎无所不在，但在盆地沉积中心有可能无静位移情形；静位移的形式是多样的，但主体形式是ρ＿（ＴＥ）曲线向上，ρ＿（ＴＭ）曲线向下位移，且ρ＿（ＴＥ）曲线在ρ＿（ＴＭ）曲线之上；ρ＿（ＴＥ）曲线与ρ＿（ＴＭ）曲线基本上一样容易产生静位移。     

Reciprocity theorem to compute the static deformation due to a point dislocation buried in a spherically symmetric earth

Intriguing reciprocity relations exist between the static deformation excited by a point dislocation in a SNREI earth and those generated by external forces, such as tidal force, surface loading and surface shear forces. Coseismic deformations can be rewritten as follows: (1) potential change in terms of the tide deformation field, (2) radial displacement in terms of the load and tidal deformation fields, and (3) tangential displacement in terms of shear and torsional deformation fields. The relations greatly reduce the effort to compute the coseismic crustal deformation in a spherically symmetric earth.     

Static deformation of two welded half-spaces due to very long strike-slip dislocations

Closed form analytic expressions for displacement and stresses at any point of either of the two homogeneous, isotropic, perfectly elastic half-spaces in welded contact due to very long strike-slip dislocations are obtained. Both cases of vertical and horizontal strike-slip dislocations are discussed in detail. Variation of the displacement with horizontal distance from the fault and with vertical distance from the interface for a vertical strike-slip fault is studied numerically.     

Time-dependent behaviour of the rock mass

Summary The strength of intact rock and the rock mass is time-dependent. For intact rock experimental verification is available, for the rock mass the scale of time-dependence is a matter of judgement. Rock mass classifications do however emphasize the effect of time on tunnel stability. This paper examines the source of time-dependence in rocks and the rock mass and suggests a technique for estimating the long term strength. The long term strength of the rock mass is controlled by the time-dependent weakening of intact rock. Frictional resistance, a major source of rock mass strength, increases rather than decreases with time. Lifetime estimation for rocks can be accomplished phenomenologically or mechanistically. The first is a statistical process of wide applicability, the second is more restrictive in usage as its applies only to materials that suffer time-dependent strain (creep). Although the mechanistic route is more appealing, it has a major drawback as it concentrates on steady state creep. There is no strong evidence for steady state creep in rocks. The technique for long term prediction is developed through the analysis of the failure rate under constant load. The failure rate for a given load and environment is established from the frequency distribution of time-to-failure data as measured in static fatigue tests. As expected, the failure rate is strongly affected by both the loading and the environmental condition. The influence, however, is systematic and predictable.     

岩石在动载作用下的破坏与强度

研究岩石的动载性能,在凿岩爆破上有重要意义。分段式霍布金生杆已应用于研究岩石对波动载荷的效应。作者使用改型的霍布金生杆法对岩石试件在动载下的破坏强度作了试验研究。冲击试验台配合微处理机作高速数据显示与处理,借助应力波在弹性杆中的一维理论对数据进行解释。测定了多种岩石静载与动载的强度,并对岩石试件尺寸及加载速率的影响也作了试验。     

加油站的雷电防护设计

通过对加油站所处环境特点、系统特点中雷电灾害各因素的分析，对加油棚、油罐及附属建筑的直击雷防护和接地，加油站电源、信号系统的雷电系统防护和静电防护等，依据GB50057、IEC61312、GB50156—2002标准对雷电防护的要求，提出了系统的解决方案。     

三维可视化技术在锡铁山矿区信息化建设中的应用研究

运用Vulcan三维可视化软件,对锡铁山铅-锌矿区3062m中段以下05-75线之间的主要矿体进行三维可视化研究,全方位、真实地表达近年来的地质勘探成果,并通过储量计算与找矿预测,为下一步地质勘探工作提供科学依据,为矿区信息化建设提供基础资料。     

土壤中铅铜锌镉的吸附特性

以徐州王庄矿（WZK）、奎河（KH）、背景-1（BG-1）和背景-2（BG-2）等4个土壤样品为供试对象，加入不同浓度梯度的铅、铜、锌、镉离子，通过静态实验研究了铅、铜、锌、镉的吸附特性。结果表明，土壤对4个重金属的吸附量与加入到土壤中的重金属离子浓度呈正相关性，它们之间大部分满足线性相关关系。在4个土壤样品中加入铅、铜、锌、镉离子的初始浓度比为10：10：10：1时，平衡浓度为Czn〉Ccu〉CPh〉Ccd，吸附量为Scd〉SPh〉Scu〉Szn，4个土壤样品对铅、铜、锌、镉离子的吸附能力依次为WZK〉KH〉BG-2〉BG-1。在所选实验条件下，土壤对铅、铜、锌、镉的吸附能力受土壤中铅、铜、锌、镉的含量、土壤有机质含量、阳离子交换量、土壤饱和含水量和土壤的pH值影响较大。     

钢筋混凝土框架结构抗震超强系数分析

基于我国建筑抗震规范要求设计的14栋代表不同抗震特征要求的多高层规则钢筋混凝土框架，通过静力弹塑性分析详细地评估了框架结构的体系超强能力。分析中采用与抗震规范等效静力地震作用效应分布模式相同的单调递增侧向荷载，以二维平面框架为分析对象。分析结果表明地震分区对超强系数的影响较大；有填充墙框架比无填充墙框架的超强能力明显要大；内框架的超强能力比外框架的超强能力大；超强系数随框架楼层数的增加而减小。