沿煤层顶板钻进煤层气U型井二次贯通技术探讨     

徐培远  姬玉平  张振伦  李亚辉 《中国煤炭地质》2013,(8)

U型井在煤层气资源开发中逐渐得到应用,但沿煤层顶板钻进的U型连通井在国内尚属首例。该在进行二次贯通时,由于套管下深距洞穴太远而形成过长水泥塞、固井候凝时间过长而水泥强度太大的原因造成了第一次二次贯通失败。针对这种情况,现场采取在洞穴直井处三级扩孔方法,最终实现了二次贯通,对在扩孔时技术措施进行了较为全面的介绍,并对以后施工提出了相应预防措施。  相似文献   

Artificial neural network model for prediction of rock properties from sound level produced during drilling     

《Geomechanics and Geoengineering》2013,8(1):53-61

In many rock engineering applications such as foundations, slopes and tunnels, the intact rock properties are not actually determined by laboratory tests, due to the requirements of high quality core samples and sophisticated test equipments. Thus, predicting the rock properties by using empirical equations has been an attractive research topic relating to rock engineering practice for many years. Soft computing techniques are now being used as alternative statistical tools. In this study, artificial neural network models were developed to predict the rock properties of the intact rock, by using sound level produced during rock drilling. A database of 832 datasets, including drill bit diameter, drill bit speed, penetration rate of the drill bit and equivalent sound level (L_eq) produced during drilling for input parameters, and uniaxial compressive strength (UCS), Schmidt rebound number (SRN), dry density (ρ), P-wave velocity (V_p), tensile strength (TS), modulus of elasticity (E) and percentage porosity (n) of intact rock for output, was established. The constructed models were checked using various prediction performance indices. Goodness of the fit measures revealed that recommended ANN model fitted the data as accurately as experimental results, indicating the usefulness of artificial neural networks in predicting rock properties.  相似文献   

Pipe-soil shear interaction stiffness in horizontal directional drilling and pipe bursting     

《Geomechanics and Geoengineering》2013,8(2):69-77

During horizontal directional drilling and pipe bursting installations, the shear forces between the pipe and the surrounding soil play a major role in the tensile loads and stresses experienced by the pipe. The magnitudes and variations in the shear forces are controlled by the pipe-soil interaction characteristics. This paper discusses the shear interaction between the pipe and the soil during those trenchless installations. A pipe-soil interaction mechanism is described that quantifies the relationship between the shear force and shear displacement, as well as the shear force at which sliding takes place. A simple analytical approach, as well as a finite element procedure, is employed to provide guidelines on practical values of the pipe-soil interaction stiffness and to investigate the effect of some soil and geometric parameters on the interaction stiffness magnitude.  相似文献   

孔内纠偏与造斜技术在松塔水电站地质勘探中的特殊应用          下载免费PDF全文

陈明星  陈保国  沈少华 《探矿工程》2013,40(10):35-38

介绍了孔内纠偏与造斜技术在处理怒江松塔水电站孔内事故中的特殊应用。在覆盖层钻探中由于地层软硬不均,使得套管偏斜,阻碍了钻探工作的Jt~,J进行,使用纠偏技术进行钻孔纠偏,保证了孔壁垂直,提高了钻进质量;在破碎岩石中钻进,由于地层破碎塌孔造成埋钻使得钻进无法进行,如果废孔将会造成成孔成本的巨大浪费,使用孔内造斜技术进行孔内事故的处理,有效地消除了埋钻造成的不利影响,保证了钻探工作继续进行。孔内纠偏与造斜技术在怒江松塔水电站深厚覆盖层及破碎岩石钻探中发挥了很好的作用,具有一定的推广应用价值。  相似文献   

基岩水井采用泡沫潜孔锤钻进实践          下载免费PDF全文

韩尚孝  杨晓奇 《探矿工程》2013,40(10):19-22

通过对甘肃肃北七角井铁矿区0310mm口径基岩水井空气泡沫潜孔锤钻进施工,总结验证了空气泡沫潜孔锤钻进施工大口径基岩水井的工艺,提出了不同孔段的钻进技术措施。  相似文献   

小直径特深孔绳索取心口径系列及钻柱方案     

孙建华  陈师逊  刘秀美  梁健 《探矿工程》2013,40(8):1-5,17

现行绳索取心口径系列主要适用于3000 m以内浅钻孔。在4000 m左右的特深孔绳索取心钻进中,存在一定的技术“瓶颈”,如地层复杂,甚至无法安全钻达设计深度。论证3000～5000 m特深孔绳索取心合理口径系列和钻柱方案是为特深孔成套钻探装备研制、绳索取心钻具开发提供技术依据的重要前期工作,也是一项公益性和开放性的技术工作。简述了特深孔绳索取心口径系列及钻柱方案的初步设想,期望国内钻探专家、一线技术人员广泛参与,进一步论证。  相似文献   

极地冰层回转钻进切削热量测试装置的研制     

刘春朋  曹品鲁  白杨  Pavel Talalay  郑治川 《探矿工程》2013,40(12):13-17

极地冰盖深部“暖冰”层钻进时,由于冰层的温度较高,接近甚至达到冰的压力熔点,回转钻进时产生的切削热量极易使冰屑融化,导致机械钻速慢、取心率低、卡钻事故频发。钻压、转速、切削具结构等参数均对切削热量有一定的影响,有必要设计一套实验装置对切削热量进行测试,从而为设计切削具结构、优化钻进参数组合提供理论依据。以XY-1型岩心钻机钻进系统为平台,利用无线信号传输原理设计了冰层回转钻进切削热量测试实验台。初步测试结果表明,该实验装置能够准确测量钻压、扭矩、切削温度等参数,可用来进行相关的实验研究。  相似文献   

φ175 mm电磁随钻测量系统的研制及试验研究     

卢春华  雷晓岚  于小龙  李红梅  刘涛 《探矿工程》2013,40(12):63-67

在深孔、定向孔钻进过程中,对钻孔轨迹的控制十分重要。电磁随钻测量系统能够监测钻孔状态参数并通过无线电磁波实时传输至地面,具有信号传输速率高、不受钻井液影响等优势。详细阐述了一种自主研发的电磁随钻测量系统及试验情况,试验最大孔深为609 m,此时地面接收信号高达200 mV。试验研究表明：该系统性能可靠,完全能够满足随钻测量近钻头处钻孔状态及环空压力、温度等参数的需求。  相似文献   

SYZX绳索取心液动锤在小秦岭金矿田复杂地层深部钻探中的应用     

罗永贵 《探矿工程》2013,40(3):7-9

小秦岭金矿田南、北矿带深部找矿钻探施工中,应用SYZX绳索取心液动锤钻进技术,对深孔钻进采取防斜保直钻进,为钻孔的顺利延伸创造了条件,在硬碎地层中钻进,提高回次进尺,提高小时效率,延长钻头寿命,体现出了液动锤技术的优越性,并对液动锤使用中易出现的问题进行了总结。  相似文献   

YGL-S100型声波钻机及其在深厚覆盖层成孔取样施工实践     

罗强  刘良平  谢士求  王德龙 《探矿工程》2013,40(6):9-13

为了验证YGL-S100型声波钻机在复杂地层的成孔取样效果,在向家坝水电站深厚覆盖层进行了钻孔试验。阐述了YGL-S100型声波钻机的技术特点、各项参数以及在钻进过程中的施工技术。  相似文献