水泥环对套管射孔后抗挤毁强度的影响

建立了未射孔套管、不带水泥环射孔套管、外裹水泥环套管的有限元分析模型,对这3种情况下套管的抗挤毁强度进行了对比分析。得出如下重要结论(1)射孔使套管抗挤毁强度显著降低,降低幅度为29%;(2)固结良好的水泥环对于加强射孔套管强度有明显作用,使射孔套管的抗挤毁强度提高188%;(3)水泥环不能抵消射孔对套管抗挤毁强度的伤害,外裹固结良好水泥环的套管,射孔后其抗挤毁强度与无孔套管相比下降156%。     

提高大位移井固井质量方法

分析了大位移井固井的技术难点,从水泥浆的体系、套管的居中、附件的优选与应用、现场施工技术等方面进行了研究,提出了保证大位移井固井质量的技术措施,现场实践取得显著效果,形成了系统、成熟的大位移井固井技术.对大港油田大位移井固井质量的提高具有指导作用.     

探查地下供水水泥管道的综合方法

该文根据实践经验总结了探查地下供水水泥管道的综合方法。文中介绍了管道布设的特点与探查工作的关系,探查工作的顺序和具体方法,强调了应注意的问题。     

浅谈水泥稳定土强度的影响因素

论述了水泥稳定土所能达到的强度和水稳性之间的关系 ,指出其强度是随着原土的组成以及水泥类型和用量而发生较大的变化 ,对它的影响因素进行了分析和探讨。     

大庆调整井防漏水泥浆的研究

大庆喇、萨、杏油田,由于长期注水开发,造成局部注采不平衡,地层压力发生了很大变化,形成在1口井中同时存在高压层和欠压层的复杂地质条件,在钻井和固井过程中极易发生井漏。调整井防漏水泥浆技术,从减阻入手,利用外加剂改善水泥浆的流变性能和封固性能。室内做了5个方面的试验:1.常规物理性能;2.流变性能;3.膨胀及界面强度;4.自由水;5.抗水窜性能。试验表明:DFL外加剂水泥浆各项指标优于未加外加剂的水泥浆。并得出:1.DFL低摩阻防漏水泥浆具有良好的流变性能,临界排量低,容易实现低速紊流顶管,在同等条件下,摩阻比原浆低74%,现场替浆泵压降低1MPa。2.DFL低摩阻防漏水泥浆体系稳定,无自由水析出。3.抗压强度与界面强度比原浆都有所提高,并有一定的膨胀和抗窜性能。4.外加剂加量少,且全部采用湿混形式,易在现场应用。     

The effect of particle size distribution on the properties of blended cements incorporating GGBFS and natural pozzolan (NP)

This paper investigates the effect of particle size distribution on the properties of blended cements incorporating ground granulated blast-furnace slag (GGBFS) and natural pozzolan (NP). Pure Portland cement (PPC), NP and GGBFS were used to obtain blended cements that contain 10, 20, 30% additives. The cements were produced by intergrinding and separate grinding and then blending. Each group had two different Blaine fineness of 280 m²/g and 480 m²/g. According to the particle size distribution (PSD) curves, 46% of the coarser specimens and 69% of the finer specimens passed through the 20 μm sieve. It was observed that the separately ground specimens were relatively finer than the interground ones and had higher compressive strength and sulfate resistance. The separately ground coarser specimens had the lowest heat of hydration. The separately ground finer specimens, which had the highest compressive strength and sulfate resistance, had the highest percent passing for each sieve size. For these specimens 34, 69, 81 and 99% passed through 5, 20, 30 and 55 μm sieves, respectively. For the interground specimens, which had the same fineness, the respective values for the same sieves were 32, 68, 75 and 94%.     

超低密度水泥浆体系设计和研究

欠平衡钻井的发展和某些低破裂压力地层要求固井水泥浆密度低于1.20 g/cm^3,有些甚至要求水泥浆密度低于1.00 g/cm^3。为此,引入了超低密度水泥浆的概念;分析了所使用的减轻材料选择依据,提出超低密度水泥浆设计原理,超低密度水泥浆密度可达0.96 g/cm^3;讨论了超低密度水泥浆稳定性、失水、强度等性能,并对超低密度水泥浆的综合性能进行了试验,结果表明其综合性能优良,可以满足各种固井工程的应用要求。     

夯实水泥土桩处理湿陷性黄土桥台地基技术

结合三门峡黄河大桥南连接线崤山路立交桥施工实例，介绍了夯实水泥土桩处理湿陷性黄土地基的施工技术、试验方法和处理效果，提高了地基强度及其安全性。     

Sintering behavior of porous α-lithium aluminate matrices in molten carbonate fuel cells at high temperature

By conducting experiments under pressures on the matrix of a single molten carbonate fuel cell (MCFC), as well as by performing comparative sintering experiments with and without the molten carbonate, changes in the maximum pore diameter, pore-size distribution, crystalline phase, Brunauer–Emmett–Teller (BET) surface area and surface configuration were measured. The parameters of the effectiveness of the gas barrier (ΔP ≥ 0.1 MPa) and the porosity (40% ≤ δ ≤ 70%) were taken as lifetime criteria for the matrix. By using regression equations based on the experimental results, the matrix was estimated by two aspects: maximum pore diameter and porosity for commercial requirements. Meanwhile, changes in the maximum pore diameter, pore-size distribution and porosity for estimating the sintering behavior were presented and explained theoretically. Rearrangements, slips and dissolutions of the α-lithium aluminate (α-LiAlO₂) particles were observed in the matrices, which promote the alteration of the pore diameter and porosity during the sintering processes.     

伊朗TABNAK区块的钻井与固井技术

伊朗TABNAK区块地层含泥页岩、盐水、石膏且层间压力系数变化大，钻井中常出现页岩垮塌、井漏、缩径等井下复杂情况，固井中易出现水泥浆返高不足、注替效率极低等。针对钻井及固井难题，采用先进的钻井工艺、合理的钻井介质，并结合优化钻具组合和钻头选型等钻井技术措施，成功地解决了钻进中遇到的严重井漏、缩径、井涌等复杂情况，实现了安全快速钻进。通过优化水泥浆体系，采用合理简便的固井工艺技术，成功地解决了大尺寸井眼、低压漏失井的固井难题，提高了固井质量优质率。所介绍的TABNAK区块采用的钻井和固井技术，对类似地层情况的其他区块钻井和固井工作具有一定的指导作用。