GFT型防塌减阻剂的性能评价与现场应用

为解决现有沥青软化点高、分散性差、较低温度条件下润滑性差及稳定孔壁能力不强等问题,研制了以沥青及树脂材料为主要原料,软化点为35℃的GFT型防塌减阻剂。这种防塌减阻剂具有稳定性好,润滑能力强,在不增加钻井液粘度的同时,可有效降低钻井液的滤失量;沥青质粒子的附着能力强,可有效充填与封堵孔壁微裂缝、微孔隙,粘接破碎岩块或颗粒,提高孔壁稳定性。淡水膨润土基浆中加入1％的GFT型防塌减阻剂,其润滑系数降低率达80％以上。经青海鱼卡煤田勘探区ZK30-7孔及ZK30-8孔2个钻孔的现场应用,证明了GFT型防塌减阻剂对破碎地层具有良好的护壁效果;同时能显著降低钻具扭矩,体现出优良的润滑性能。     

Use of shredded tyre waste in improving the geotechnical properties of expansive black cotton soil

In recent years, geotechnical engineers are using tyre waste to alter the properties of soil for providing sustainable solutions to complex engineering problems. It is noted that black cotton soil, which is expansive in nature, covers a major portion of the Indian sub-continent, such as the Deccan plateau, Malwa plateau and a portion of Gujarat and poses challenging problems to infrastructural development in the region. In the present study, authors have characterised the geotechnical properties of black cotton soil, which is partially replaced with 4.75 mm passing – 2 mm retained (coarse fraction) and 2.0 mm passing - 75 micron retained (fine fraction) shredded tyre waste. The results of the experimental studies clearly show that partial replacement of black cotton soil with shredded tyre waste alters the geotechnical properties favourable to engineering applications and greatly reduces the swelling potential of the black cotton soil. It is noted that instead of fine fraction (2.0–0.075 mm), replacement with coarse fraction (4.75–2.00 mm) of shredded tyre waste can better be used for light weight fill behind the retaining walls as well as for embankment construction as it helps in reducing swelling pressure as well as improving the strength properties.     

RW水泥速凝早强剂在钻探护壁堵漏施工中的应用与研究

针对复杂地层钻进水泥护壁待凝时间长、效果差的问题,通过大量室内试验,进行复合速凝早强剂的配制,作为水泥护壁堵漏外加剂,投入多个矿区不同矿种钻探施工中使用,实现候凝时间短、凝结时间可控、效果好,经济效益和社会效益明显。     

安溪黄厝坪铁矿区复杂地层钻孔护壁堵漏实践

福建省安溪县黄厝坪铁矿区地层复杂,设计钻孔2个。01孔钻探中遇多孔段漏失,反复采用多种堵漏方法顺利终孔,但严重影响了钻探效率。经过总结经验和教训,在02孔施工中,对护壁堵漏措施进行了完善,较好地解决了钻进漏失问题,取得了良好的效果。介绍了2个钻孔的护壁堵漏过程,总结了在破碎漏失严重地层的堵漏对策以及堵漏方法的选择经验。     

LHD堵剂在渤海油田SZ36—1一C25hf井的应用

针对井下套管破损常致使地层流体窜槽,造成油井停产的情况,成功研制了一种新型LHD化学堵剂。该堵剂的活性剂与胶结固化材料快速反应形成具有纤维网架结构的水化物,能够承受较高的压差,并且微膨胀作用使封堵过渡层硬度和强度大大提高。LHD堵剂在sz36—1一C25hf水平分支井应用成功,使日产油量高达200m^3。该堵剂性能可靠,稳定,具有广阔的应用价值。     

Web邮件代理系统

设计开发了一个Web邮件代理系统,是一个类似于OutLook和FoxMail的邮件收发的代理系统.基于浏览器,具有更友好的界面和更简洁的操作,能完成邮件用户的收发邮件和管理邮件的功能,使用很方便.     

淀粉接枝丙烯腈类吸水剂的制造工艺及其原理

介绍了强吸水剂系列中淀粉接枝丙烯腈类吸水剂的制造工艺流程及其原理 ,并应用过硫酸铵作为引发剂 ,通过实验制出吸水倍率达 10 0 0倍的吸水剂     

新型大孔径静态破碎技术的试验研究

在传统静态爆破的基础上,提出了一种新型大孔径静态爆破技术,使用新型扩孔钻头结合机械堵孔器解决了大孔径静态爆破的冲孔问题。由于孔径的增大,使得破碎剂膨胀压力增大,膨胀剂反应速度加快,加大了堵孔难度。设计的新型扩孔钻头和新型堵孔器进行了孤岩块的大孔径静态爆破试验,试验结果证实了该新型大孔径静态爆破技术的可行性,达到了提高爆破能力和缩短破坏时间的预期目的。为今后的敏感地区岩石爆破工程开挖提供了新途径。     

Heating effect on swelling behaviour of expansive soils

To minimise potential structural damage to the overlying structures, foundation sites that contain expansive soils need treatment. One of the numerous improvement techniques currently available is thermal stabilisation. In an attempt to enhance the knowledge base on this subject matter, this paper presents the results of a study on the swelling behaviour of two heated expansive soils. The test specimens were heated in a programmable furnace at desired heating rates to desired temperatures. Swelling tests were performed to determine both the amount and rate of swelling. Based on the test results, the effect of heating on swelling behaviour was evaluated and the mechanism of swelling are discussed using the principles of physical chemistry and clay mineralogy. Meanwhile, the engineering significance of the research findings in terms of practical applications of thermal stabilisation are discussed. The findings of this study would provide a database useful for the design of structures that involve cohesive foundation soils using a holistic system approach.     

Swell–consolidation characteristics of artificial sand clay mixes

Many remedial measures have been devised to lessen the damage caused by expansive soils. Physical alteration, chemical stabilization, innovative foundation techniques like belled piers, drilled piers, under-reamed piles and granular pile anchors are some of these remedial measures. Mixing a non swelling material such as gravel or sand to expansive soil is one of the methods of physical alteration. This paper presents experimental data on artificially prepared sand-clay mixes. Swell and consolidation characteristics of these artificially prepared sand-clay mixes were studied in one dimensional consolidometer. Fine sand content and fines content in the expansive soil were arbitrarily varied in the investigation. The fines content was varied as 425–300 μm and 150–75 μm, separated from the same expansive soil based on the grain size. Swell potential and swelling pressure decreased with increasing fine sand content but increased with increasing fines content. Coefficient of compressibility, coefficient of volume compressibility and compression index of the samples decreased initially up to a sand content of 15% and thereafter increased at higher sand contents.