郑411块超稠油试油试采工艺技术应用

郑411块沙三段地层疏松出砂、原油粘度高，属中深层超稠油，常规试油试采方法难以突破出油关，采用APR全通径氮气垫测试、地层与井筒复合防砂、水平井配合直井蒸汽吞吐、氮气泡沫封堵调剖和井筒加热举升稠油等配套工艺技术，取得了较好的效果，为中深层超稠油油藏的开发提供了技术思路。     

对象模型及其模型化方法——一种深知识的表示模型

本文介绍了对象模型和深知识等概念,在这些概念的基础上还讨论了基于框架知识表示形式的复杂系统的模型化方法.文中给出的模型化方法是通过 ISA 关系和 PART-OF 关系的相结合而形成的.这种模型化方法可用于基于深知识的设计型、分析型以及控制型等类型的专家系统.     

低密水泥浆在塔里木油田深井超深井中的应用

塔里木油田深井超深井漏失性地层的固井特点是，井深一般在5000m以上，油层套管固井环空间隙小，封固段长。为解决其固井问题，室内对低密度水泥浆进行了研究。经对减轻以及对低密度水泥配方的优选，得到2套低密度水泥浆配方，（1）中高温；低密度G级水泥；DiaceL－D为100：35－100：45；悬池剂D149，缓凝剂D081，降失水剂D158，减阻剂D80A,消泡剂D047；（2）高温；低密度G级水泥：DiaceL－D为100：35－100：45，悬浮剂OMEX－51S，缓凝剂HR－13L，降失水剂DiaceL－FL（液），消泡剂CDF－901或NF－4，实验表明，在不岂温度下，2套配方的沉降稳定性能都过关，且悬浮剂用量不大；温度由80℃上升到125℃时，不限水质配浆，水泥浆的稠化，流变和失水性能均好，现场2口井的ψ177.8mm尾管固井应用表明，该低密度水泥浆体秒适合塔里木油田深的窄环窄隙，长裸眼段固井。     

PDC钻头在胜利油田深井钻井中的应用

胜利油田为提高深井钻井速度，试验应用了PDC钻头，结果表明，深井钻井应用PDC钻头可大幅度提高机械钻速，缩短建井周期，降低钻井成本，经济效益明显。通过大量的现场试验，扩大了PDC钻头在胜利油田的使用范围，并取得很好的效果，初步形成了PDC钻头推广应用区域模式。详细介绍了胜利油田不适用PDC钻头钻进的地层岩性，给出了钻头选型及钻井参数选择原则，并对应用效果进行了分析。     

油井细粉砂防砂工艺技术研究与应用

辽河油田的油井出细粉砂严重，通过防砂基础理论及试验研究，形成了地层深部防砂与携排砂采油技术。在出细粉砂油井及出砂区块进行试验、应用，年平均采取防砂措施300余井次，防砂成功率达90％以上。     

中国第一口超千米深水钻井液技术

LW3-1-1探井位于中国南海珠江口盆地，作业水深1480m，完钻井深为3843m，地层以大套灰色泥岩和页岩为主，具有强水敏性．要求钻井液具有良好的流变性、润滑性、抑制性，良好的抗盐、抗钙、抗高温和抗低温能力，以及强的天然气水合物抑制能力。该井采用了PFMX钻井液体系，钻井周期为49d，介绍了钻井液工艺及现场应用情况。PFMX体系表现出很多油基钻井液的优点，如好的润滑性、高的钻进速率、膜效应、强的井眼稳定及页岩抑制性，解决了强水敏性地层的井壁稳定等问题，还解决了深水钻井中遇到的挑战，如低的破裂压力梯度、天然气永合物、浅层水流、深水低温等问题，满足了该区块作业需要。     

DX centers in AlxGa1-xAs bulk alloy,AlAs/GaAs ordered,and disordered superlattices

Properties of theDX centers in Al_0.5Ga_0.5As bulk alloy (b-AL), (AlAs)₂ (GaSa)₂ ordered superlattice (o-SL) and (AlAs) _m (GaAs) _n disordered superlattice (d-SL) (m = 1, 2, 3,n = 1, 2, 3) with the same macroscopic composition were measured and compared. By deconvolution of deep level transient spectroscopy (DLTS) spectrum due to theDX center, we have found a decrease in the number of separate peaks in DLTS spectrum in an intentionally atomic ordered arrangement. Visiting Scholar of the Japan Society for the Promotion of Science. On leave from Department of Electrical Engineering, San Jose State University, San Jose, California 95192-0084, USA.     

Three-dimensional stability analysis of the dam foundation at Baise

It is usually difficult to determine the actual safety factors of rock masses in an ordinary two-dimensional stability analysis if the safety factors of the different cross sections in the rock mass vary significantly. In addition to the actual slope, arch dam abutment, and the actual foundation of a high building, another example is that the different cross sections of the foundation in the monolith of a gravity dam vary significantly, just like the condition at the overflow dam in the Baise project. A three-dimensional stability analysis method based on the upper-bound theorem was employed to solve this problem. The parameters used in the analysis were obtained from geomechanics tests, as well as continuity simulations of the randomly distributed joints. Two failure patterns against sliding are analyzed. One pattern is the foundation slide along deep-seated planes which were determined by calculations. The other pattern is the foundation slide along the planes across the bottom of the high steps in the foundation pit. The results indicate that a special overflow dam monolith can be considered to be safe in case of considering the three dimensional effect. However, a key wall with a depth of 5m must be constructed at the upper side of this monolith in order to ensure the safety of the foundation. Translated from Chinese Journal of Rock Mechanics and Engineering, 2006, 25(3): 533–538 [译自: 岩土力学与工程学报]     

设计监理在工程建设中的意义及应用探讨

对我国目前建设工程的监理概况进行了分析,指出推行设计监理是社会经济发展的必然趋势,探讨了推行工程设计监理的意义,就如何做好设计监理工作,详细阐述了具体的应对措施.     

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本文介绍了陕北气区陕35井第一次下光油管(即不带封隔器)酸化的施工情况,并结合该地区的地层压力特征分析了光油管酸化施工的可行性及应用限度。