复杂结构井的过套管测井技术应用

过套管测井是在已下套管井中完成的用以解决油气层识别、储层物性参数计算为目的的测井系列,在复杂井中用来代替常规的裸眼测井,以便减少在大斜度井中的测井事故,缩短测井周期。本文介绍了几种常用的过套管测井技术,并将其应用于大港油田的庄海401井。结果表明,过套管测井不仅解决了油气层判别的问题,也提供了较准确的物性参数,同时降低了施工作业的难度,缩短了占井周期,这一点对海上钻井尤为重要。     

横泉水库旧坝体及黄土台地强夯处理实践

山西省横泉水库在原有遗留工程基础上进行重新建设，以往的4次施工，填兢了长400m、高17m左右的左岸坝体，填土约120万m^3，但坝体填筑质量极差，干客重和渗透系数根本无法满足设计要求。此次重新建设，决定对这部分干客重不迭设计要求且具有湿陷性的左岸旧坝体以及左岸黄土台地进行强夯处理，对坝体进行强夯处理在省内还是首次进行，在国内也比较少见，通过处理，坝体质量达到了设计要求，并且节约了投资，效果明显。     

Structural integrity in electronics

With continuing miniaturisation, increased performance demands and the requirement to remove lead from solder alloys, the challenges to structural integrity and reliability of electronic equipment are substantial and increasing. This paper outlines typical features in electronic equipment of which the structural integrity community may be generally unaware. Potential failure modes in service are described, and the problems of scale and material characteristics are considered. Progress in the application of fracture mechanics to the life prediction of interconnections is reviewed. The limited evidence available suggests that the crack growth resistance of silver‐containing lead‐free solders is superior to that of the traditional Sn‐37Pb under cycle‐controlled conditions but there is no difference when time‐dependent conditions prevail. In several respects, it is contended that the electronics sector is faced with challenges at least equivalent to those encountered in gas turbines and nuclear power generation.     

灞河生态治理工程模型试验研究

通过模型试验 ,对位于西安市东郊因采沙使河道破坏严重的灞河河段进行了复现试验和研究 ,并以此为依据 ,通过优化比较为设计部门提供了合理的橡胶坝坝址和坝座高程。在此基础上 ,又对建坝后橡胶坝对上下游冲淤变化的影响进行了试验研究和分析 ,解决了工程设计中的一些关键技术问题     

四层卷焊管的应力应变分析

在大功率柴油发动机的高压油路中,常常需要用到管径较细、有一定壁厚且能承受高压的油管。以往采用铜来生产这种油管,其成本较高、资源少且加工精度低,而用卷焊管替代铜管则是发展的必然趋势。采用生产可靠性好、成本低、精度高的一次成型四层卷焊管的成型理论,通过有限元对其成型的可行性做了模拟,进而对四层卷焊管进行了应力应变分析,为寻找合理的应力-应变状态、优化工艺条件奠定了基础。     

电力调度自动化系统实用化应用

介绍了县级电网调度自动化系统的实用化应用，包括系统结构，功能特点以及保证系统安全运行的技术经验．     

隧道受震破壞調查分析與修復管理案例

就隧道震後之災損模式進行統計與災損原因研判,並利用數值分析方法研判安全性,就結構加固等改善措施之設計考量作詳細說明;另由於隧道結構物的損壞範圍大,且修復經費受限,必須藉由定期檢测進行長期維護管理,以防範意外發生。於此,利用Vidco-GIS自動化影像地理资訊系統之e化新技術,以動態及靜態影像紀錄隧道災損狀況,同時亦整合建置前期設計、施工圖及定期維護等資料,相關成果以資料庫方式纳入日常維護管理,以有限人力有效率地進行維護管理紀錄並随時掌握現況供作決策之明確參考。     

在建坝体中部分浆砌石的控制爆破拆除

某在建大坝部分浆砌石坝体因质量不合格须爆破拆除。保护余留坝体免受爆破影响是此工程的重点,为此,采用了小直径浅孔和微差爆破分层拆除方法,被拆除部分和被保护部分之间预留保护层。爆破施工过程中,利用超声波观测法和压水试验法判断被保护坝体是否受到了爆破震动的影响。根据判断结果,调整爆破参数,以减小爆破震动。文中论述了爆破参数的选择、保护层厚度的确定,同时介绍了安全控制技术、测点布置以及监测结果。     

环境试验与可靠性试验的关系

从环境试验和可靠性试验的相关标准入手，详细论述了两者之间的相互关系与区别：互为补充，互为依存，共同发展，共同为保障产品的环境适应性和使用可靠性发挥作用。最后阐述了加强自然环境试验的重要性，它是检验实验结果的基本标准。     

Node-pair reliability of network systems with small distances between adjacent nodes

A new method for computing the node-pair reliability of network systems modeled by random graphs with nodes arranged in sequence is presented. It is based on a recursive algorithm using the “sliding window” technique, the window being composed of several consecutive nodes. In a single step, the connectivity probabilities for all nodes included in the window are found. Subsequently, the window is moved one node forward. This process is repeated until, in the last step, the window reaches the terminal node. The connectivity probabilities found at that point are used to compute the node-pair reliability of the network system considered. The algorithm is designed especially for graphs with small distances between adjacent nodes, where the distance between two nodes is defined as the absolute value of the difference between the nodes’ numbers. The maximal distance between any two adjacent nodes is denoted by Γ(G), where G symbolizes a random graph. If Γ(G)=2 then the method can be applied for directed as well as undirected graphs whose nodes and edges are subject to failure. This is important in view of the fact that many algorithms computing network reliability are designed for graphs with failure-prone edges and reliable nodes. If Γ(G)=3 then the method's applicability is limited to undirected graphs with reliable nodes. The main asset of the presented algorithms is their low numerical complexity—O(n), where n denotes the number of nodes.