浮力下管技术在天津东丽CGSD01地热调查井中的应用          下载免费PDF全文

许本冲  和国磊  宋志彬  马汉臣  秦如雷 《探矿工程》2019,46(4):14-17

CGSD01井是中国地质调查局部署在天津市东丽区的一口4000 m深的地热调查井,对天津东丽湖地区深层地热资源评价具有重要意义,对成井质量要求较高。中国地质科学院勘探技术研究所结合“4000 m地质岩心钻探成套技术装备”项目成果XD40型钻机试验,在钻机钩载能力较小的情况下,创新性地采用浮力下管技术完成了该井一开直径3397 mm深度达1467 m的套管下入作业,为后续施工打下了良好的基础。本文介绍了浮力下管技术的理论分析和实际应用。  相似文献   

东丽湖地热钻探CGSD01井钻完井技术          下载免费PDF全文

和国磊  宋志彬  胡志兴  许本冲  马汉臣  陈浩文  杜垚森 《探矿工程》2019,46(4):7-13

CGSD01井是由中国地质调查局组织实施的一口水热型地热资源调查井。该井完井深度405168 m,终孔直径216 mm。施工过程中遇到大直径套管下入安全系数不足、地层漏失、复杂地层岩心采取率低等问题。文章介绍了该井的井身结构设计、钻完井工艺技术。通过采用浮力法下管,多工艺堵漏,改进复杂地层取心工艺等措施解决了施工过程中的复杂问题,总结了该地区深部地热钻探钻井工艺并提出了完井建议。  相似文献   

分体式不提钻钻孔压水试验孔口装置的研发与应用          下载免费PDF全文

聂新明 《探矿工程》2019,46(3):51-56

在钻探施工过程中,由于工程要求,必须对钻孔做孔口压水试验,根据钻孔吸水量、压力数据,检验钻孔的漏失及其他情况。传统孔口压水试验使用的孔口装置,必须把孔内钻具提出孔外,严重地影响工程施工进度。分体式不提钻钻孔压水试验孔口装置的研发,可在不提钻的情况下完成孔口压水试验作业,大幅度缩短施工工期,减轻工人的劳动强度,减少安全事故的发生,对钻探工程施工具有一定的经济价值和现实意义。本文详细介绍了研制的分体式不提钻钻孔压水试验孔口装置的结构、工作原理及使用方法,并与传统孔口压水装置进行了试验对比,验证了分体式不提钻孔口压水试验孔口装置工作的可靠性及优势。  相似文献   

日照黄海海域冷水团勘察工程施工工艺探究          下载免费PDF全文

张辉 《探矿工程》2019,46(5):52-57

日照万泽丰渔业有限公司黄海冷水团优质鱼类绿色养殖项目是山东省首批公布的新旧动能转换重大项目,规划海域面积20 km2。工程勘察是工程建设项目首先开展的基础性工作,是项目选址、设计和施工的重要依据。本文通过有效盘活有限资源,科学论证、严谨施工,创新钻探船改造、重力导向装置实现深海套管安放,成功实施了该项目的工程勘察工作,为远海深水勘察施工提供了经验。  相似文献   

土体稳定性计算中地下水作用力探讨     

尹晓萌  晏鄂川  刘旭耀  李兴明 《岩土力学》2019,40(1):156-164

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利用C波段转发数据实现GEO卫星轨道确定     

毛悦  宋晓勇  贾小林  吴显兵  冯来平 《测绘科学技术学报》2012,29(3):175-178

为了提高我国卫星导航系统GEO卫星定轨能力,针对我国卫星导航系统所特有的新数据和新方法,利用CAPS系统的C波段转发式测距数据进行了单GEO卫星定轨实验.在分析该方法技术特点的基础上,从定轨残差和轨道重叠弧段比较等方面,对定轨结果进行了分析.由于设备转发时延是影响该方法定轨精度的重要因素,因此同时还分析了系统偏差对定轨精度的影响,得出了一些有益的结论.  相似文献   

Stress Measurement by Overcoring at Shallow Depths in a Rock Slope: the Scattering of Input Data and Results   总被引：1，自引：0，他引：1  

C. Clément  V. Merrien-Soukatchoff  C. Dünner  Y. Gunzburger 《Rock Mechanics and Rock Engineering》2009,42(4):585-609

This paper describes a field experiment of stress measurement using the overcoring method performed in a rock slope, called Rochers de Valabres (located in France’s Southern Alps Region), a field laboratory site prone to rockfalls. Six measurements were conducted at shallow depths from the surface, moving deeper along a sub-horizontal borehole. The experiment was conducted in heterogeneous and anisotropic gneiss, with the overcored rock elastic properties, as evaluated by biaxial and uniaxial tests, being widely scattered. Since stress calculations are sensitive to all input data uncertainties, strain inversion was, thus, performed using an experimental device and Monte Carlo simulations. The experimental device allows the assessment of rather broad confidence intervals for both stress magnitude and orientation. The results indicate that the stress state in the surface area is quite heterogeneous and may be correlated with topography. The measurements show a nonlinear stress distribution with distance to the free surface, along with high values of principal stresses, despite the vicinity of the surface. Although influenced by local topography, orientations of the principal computed stresses are characterized by a high turnover due to local heterogeneities. The results are roughly in accordance to a 2D finite element model of the site.  相似文献   

海洋纹层硅藻席古海洋学与生物地球化学研究进展     

熊志方  李铁刚 《海洋与湖沼》2017,48(6):1244-1256

海洋大型硅藻的勃发及其在海底的纹层硅藻席沉积代表大规模的有机碳和生物硅输出通量,该生物堆积事件或过程对海洋酸化和全球变暖产生负反馈,因而在气候变化中的地位不容小觑。本文在融入作者研究成果的基础上总结了国内外关于海洋纹层硅藻席的研究现状,认为大型硅藻勃发不能直接和上涌活动相关联,在热带海区一般与成层化相关,在亚热带海区总体上与锋面作用相关。大型硅藻勃发时,表层水不一定贫养,也可以是富养的,也不总是需要借助浮力下沉到营养跃层吸收营养物,可直接吸收海洋表层中的营养物(如风尘溶解来源的硅酸)。大型硅藻通过高的初级生产力吸收大气中的CO_2,尔后在海洋深部降解形成的CO_2在海洋成层化条件下以巨大"呼吸CO_2库"得以封存,代表促使冰期大气pCO_2降低的一种重要机制。海洋纹层硅藻席的保存环境由多种因素制约,可以是氧化的也可以是亚氧化的,因而对用纹层沉积物来指示缺氧底层水条件应持谨慎态度。另外,提出了解释大型硅藻勃发和硅藻席形成机制的新模式"风尘触发硅藻席沉积",极大地促进了硅藻席沉积成因谜团的解决。最后,指出了目前海洋纹层硅藻席研究中存在的问题并阐述了未来可以开展的研究方向。  相似文献   

Experimental assessment of dynamic lateral resistance of railway concrete sleeper     

《Soil Dynamics and Earthquake Engineering》2016

The single tie (sleeper) push test (STPT) is a common method to evaluate the lateral resistance of a railway track sleeper. This methodology evaluates the lateral resistance phenomenon in a static manner despite the fact that the majority of the exerted loads on a railway track have a dynamic nature. For this reason, a mass–spring–damper numerical model was created to investigate the dynamic lateral interaction between an isolated sleeper and ballast layer in the presence of various lateral impact loads. On the basis of the model outputs, a pendulum loading test device (PLTD) was designed and developed in the laboratory. In this regard, a cylindrical hammer with modifiable mass and triggering angle was installed on a steel frame for imposing lateral impact load on an instrumented concrete sleeper. The graphs of the sleeper–ballast interaction force versus the sleeper lateral displacement were extracted for different masses and triggering angles of the hammer. Considering a same condition for sleeper, the maximum value of this interaction force was called the dynamic lateral resistance (DLR) and static lateral resistance (SLR) respect to the dynamic and static states of lateral loading. Comparing the values of the sleeper DLRs and SLR indicated that unlike the constant SLR of 6.5 kN, the DLR was in the range 2–10.2 kN in the impact load domain of 3–40 kN. However, as a key finding, the average slopes of the DLR and SLR graphs were equivalent in the dynamic and static tests.  相似文献   

A laboratory study of the self sealing behaviour of a compacted sand–bentonite mixture     

《Geomechanics and Geoengineering》2013,8(1):73-85

Bricks made of compacted sand–bentonite mixture are considered as a possible engineered barrier to isolate high-level radioactive waste at great depth. This work is aimed at investigating some specific effects related to the presence of discontinuities at the contact between the bricks and the excavation wall. In order to do this, an experimental device was developed in the laboratory. The model is made up of a specially designed infiltration cylinder which allows the precise definition of a planar discontinuity between the compacted specimen (a sand–bentonite mixture made up of sand and Kunigel clay from Japan) and a metal wall. During hydration and subsequent specimen swelling, the planar wall is filled, resulting in a healing process. Three total pressure gauges placed along the wall allow a detailed observation of the increase in total stress against the wall. After different periods of swelling, the maximum resistance of the specimen–wall interface to pressure was tested by imposing a pressure increase through a porous stone placed at one end of the cylinder. It was found that the maximum pressure supported by the interface is a function of the initial thickness of the discontinuity and the initial density of the specimen. It was also found that the maximum sustainable pressure depends linearly on the elapsed time. These results are of interest for optimizing water infiltration procedures in either mock-up tests or real disposal systems. If the maximum sustainable pressure at the interface is known, it is possible either to ensure homogeneous hydration of a mass of bricks by respecting the maximum injection pressure limit or to accelerate hydration by forcing water paths along the discontinuities.  相似文献