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Generalized equation for calculating rock cutting efficiency by pulsed water jets 被引量:8
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作者 Andrey Polyakov Aleksandr Zhabin +1 位作者 Eugene Averin Aleksey Polyakov 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2019年第4期867-873,共7页
One of the promising methods for rock cutting technology is the use of high-speed water jets.In order to improve the cutting capacity of water jets without increasing the hydraulic power of equipment,pulsed water jets... One of the promising methods for rock cutting technology is the use of high-speed water jets.In order to improve the cutting capacity of water jets without increasing the hydraulic power of equipment,pulsed water jets are basically used to increase the rock cutting efficiency.However,there are no mature recommendations for selection of rational parameters,and the relationship between indicators of rock cutting efficiency and parameters of pulsed water jet is still not established.In this context,we aimed at developing a generalized equation for calculating rock cutting efficiency,in which all the major parameters in consideration of rock cutting process are included.Then,a calibration of the rational parameters of rock cutting by pulsed water jets was conducted.The results are likely helpful for increasing productivity and reducing energy consumption. 展开更多
关键词 PULSED WATER jets rock cutting WATER JET technology Generalized equation Depth of cut
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GPGPU-parallelised hybrid finite-discrete element modelling of rock chipping and fragmentation process in mechanical cutting 被引量:8
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作者 Mojtaba Mohammadnejad Sevda Dehkhoda +2 位作者 Daisuke Fukuda Hongyuan Liu Andrew Chan 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2020年第2期310-325,共16页
Mechanical cutting provides one of the most flexible and environmentally friendly excavation methods.It has attracted numerous efforts to model the rock chipping and fragmentation process,especially using the explicit... Mechanical cutting provides one of the most flexible and environmentally friendly excavation methods.It has attracted numerous efforts to model the rock chipping and fragmentation process,especially using the explicit finite element method(FEM) and bonded particle model(BPM),in order to improve cutting efficiency.This study investigates the application of a general-purpose graphic-processing-unit parallelised hybrid finite-discrete element method(FDEM) which enjoys the advantages of both explicit FEM and BPM,in modelling the rock chipping and fragmentation process in the rock scratch test of mechanical rock cutting.The input parameters of FDEM are determined through a calibration procedure of modelling conventional Brazilian tensile and uniaxial compressive tests of limestone,A series of scratch tests with various cutting velocities,cutter rake angles and cutting depths is then modelled using FDEM with calibrated input parameters.A few cycles of cutter/rock interactions,including their engagement and detachment process,are modelled for each case,which is conducted for the first time to the best knowledge of the authors,thanks to the general purpose graphic processing units(GPGPU) parallelisation.The failure mechanism,cutting force,chipping morphology and effect of various factors on them are discussed on the basis of the modelled results.Finally,it is concluded that GPGPU-parallelised FDEM provides a powerful tool to further study rock cutting and improve cutting efficiencies since it can explicitly capture different fracture mechanisms contributing to the rock chipping as well as chip formation and the separation process in mechanical cutting.Moreover,it is concluded that chipping is mostly owed to the mix-mode Ⅰ-Ⅱ fracture in all cases although mode Ⅱ cracks and mode Ⅰ cracks are the dominant failures in rock cutting with shallow and deep cutting depths,respectively.The chip morphology is found to be a function of cutter velocdty,cutting depth and cutter rake angle. 展开更多
关键词 Numerical simulation Finite-discrete element method(FDEM) rock cutting CHIPPING Cracking
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Experimental investigation on the cuttings formation process and its relationship with cutting force in single PDC cutter tests
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作者 Xian-Wei Dai Zhong-Wei Huang +3 位作者 Tao Huang Peng-Ju Chen Huai-Zhong Shi Shuang Yan 《Petroleum Science》 SCIE EI CAS CSCD 2023年第3期1779-1787,共9页
The single polycrystalline diamond compact(PDC)cutter test is widely used to investigate the mecha-nism of rock-breaking.The generated cuttings and cutting force are important indexes reflecting the rock failure proce... The single polycrystalline diamond compact(PDC)cutter test is widely used to investigate the mecha-nism of rock-breaking.The generated cuttings and cutting force are important indexes reflecting the rock failure process.However,they were treated as two separate parameters in previous publications.In this study,through a series of rock block cutting tests,the relationship between them was investigated to obtain an in-depth understanding of the formation of cuttings.In addition,to validate the standpoints obtained in the aforementioned experiments,rock sheet cutting tests were conducted and the rock failure process was monitored by a high-speed camera frame by frame.The cutting force was recorded with the same sampling rate as the camera.By this design,every sampled point of cutting force can match a picture captured by the camera,which reflects the interaction between the rock and the cutter.The results indicate that the increase in cutting depth results in a transition of rock failure modes.At shallow cutting depth,ductile failure dominates and all the cuttings are produced by the compression of the cutter.The corresponding cutting force fluctuates slightly.However,beyond the critical depth,brittle failure occurs and chunk-like cuttings appear,which leads to a sharp decrease in cutting force.After that,the generation of new surface results in a significant decrease in actual cutting depth,a parameter proposed to reflect the interaction between the rock and the cutter.Consequently,ductile failure dominates again and a slight fluctuation of cutting force can be detected.As the cutter moves to the rock,the actual cutting depth gradually increases,which results in the subsequent generation of chunk-like cuttings.It is accompanied by an obvious cutting force drop.That is,ductile failure and brittle failure,one following another,present at large cutting depth.The transition of rock failure mode can be correlated with the variation of cutting force.Based on the results of this paper,the real-time monitoring of torque may be helpful to determine the efficiency of PDc bits in the downhole. 展开更多
关键词 rock breaking cutting force PDC cutter cuttingS
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Characteristics of different rocks cut by helical cutting mechanism 被引量:3
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作者 刘送永 杜长龙 +1 位作者 崔新霞 高魁东 《Journal of Central South University》 SCIE EI CAS 2011年第5期1518-1524,共7页
To research the loading charactefistc of rocks with different structures cut by helical cutting mechanism (HCM), three different structures of rock (hard-soft-hard rock, soft-hard rock and soft-hard-soft rock) wer... To research the loading charactefistc of rocks with different structures cut by helical cutting mechanism (HCM), three different structures of rock (hard-soft-hard rock, soft-hard rock and soft-hard-soft rock) were built. And each type model was further divided into three types when the experiments were carried out. To reduce the errors of cutting load caused by manually configured rock in each test, the cutting load of soft rock was taken as a benchmark, and the differences of the cutting load of the different structures of rocks and the soft rock were used to reflect the cutting load change rules of the HCM. The results indicate that, the cutting load of only the HCM top cutting hard rock is larger than that of only the HCM bottom cutting hard rock for dextral HCM, and the cutting load fluctuation is larger, too. However, when the top and the bottom of the HCM cutting hard rock simultaneously, its cutting load is the largest, but the cutting load fluctuation is the least. And the HCM cutting load increment is increased linearly with the increase of rock compressive strength. The HCM cutting load increment is increased exponentially with the increase of hard rock cutting thickness. 展开更多
关键词 helical cutting mechanism rock model cutting load load fluctuation compressive strength
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Influence of confining stress on fracture characteristics and cutting efficiency of TBM cutters conducted on soft and hard rock 被引量:2
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作者 刘京铄 曹平 +1 位作者 刘杰 蒋喆 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第5期1947-1955,共9页
Combined with numerical simulation, the influence of confining stress on cutting process, fracture conditions and cutting efficiencies of soft and hard rock has been conducted on the triaxial testing machine(TRW-3000)... Combined with numerical simulation, the influence of confining stress on cutting process, fracture conditions and cutting efficiencies of soft and hard rock has been conducted on the triaxial testing machine(TRW-3000) designed and manufactured in Central South University(China). Results are obtained by performing analysis on the fracture scopes of cement and granite plates,the characteristics of cutting force in cutting processes and the cutting efficiency. Firstly, the increase of latitude fracture scope and the decrease of longitude fracture scope are both more notable in the tests conducted on cement plates subjected to the increasing confining stresses; secondly, the increase tendency of peak penetration forces obtained from tests conducted on granite plates is more obvious, however, the increase tendencies of average penetration forces achieved from cement and granite plates are close to each other; thirdly, the cutting efficiency could be improved by increasing the spacing between cutters when the confining stress which acts on soft and hard rock increases in a certain degree, and the cutting efficiency of soft rock is more sensitive to the varying confining stresses. 展开更多
关键词 triaxial testing machine numerical study tunnel boring machine(TBM) cutter confining stress soft and hard rock cutting efficiency
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Cutting capacity of PDC cutters in very hard rock 被引量:8
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作者 李夕兵 赵复军 +1 位作者 D.A.Summers G.Rupert 《中国有色金属学会会刊:英文版》 CSCD 2002年第2期305-309,共5页
An experimental programm of investigating the cutting capacity of PDC flat cutters in very hard rock has been performed. Experiments include both the cutting of PDC fixed at different angles on the granite core or bar... An experimental programm of investigating the cutting capacity of PDC flat cutters in very hard rock has been performed. Experiments include both the cutting of PDC fixed at different angles on the granite core or bar and linear cutting with different static thrust on the block of granite. The effects of the rough degree of rock surface, cutting angles, and static thrust on the cutting capacity of PDC in very hard rock were investigated and analyzed. The results show that the single mode of rotary drilling using PDC cutters is not applied for very hard rocks. 展开更多
关键词 岩石切割 PDC刀具 旋转钻探 硬质岩石
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Rock Cutting Analysis Employing Finite and Discrete Element Methods
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作者 Carla Massignani Carrapatoso Carlos Emmanuel Ribeiro Lautenschlager +1 位作者 Guilherme Lima Righetto Sergio Augusto Barreto da Fontoura and Nelson Inoue 《Journal of Mechanics Engineering and Automation》 2016年第2期100-108,共9页
The petroleum industry has shown great interest in the study of drilling optimization on pre-salt formations given the low rates of penetration observed so far. Rate of penetration is the key to economically drill the... The petroleum industry has shown great interest in the study of drilling optimization on pre-salt formations given the low rates of penetration observed so far. Rate of penetration is the key to economically drill the pre-salt carbonate rock. This work presents the results of numerical modeling through finite element method and discrete element method for single cutter drilling in carbonate samples. The work is relevant to understand the mechanics of drill bit-rock interaction while drilling deep wells and the results were validated with experimental data raised under simulated downhole conditions. The numerical models were carried out under different geometrical configurations, varying the cutter chamfer size and back-rake angles. The forces generated on the cutter are translated into mechanical specific energy as this parameter is often used to measure drilling efficiency. Results indicate that the chamfer size does not change significantly the mechanical specific energy values, characteristic. Results also show there is a significant increase although the cutter aggressiveness is influenced by this geometrical in drilling resistance for larger values of back-rake angle. 展开更多
关键词 rock cutting discrete element method finite element method single cutter test.
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Drag pick cutting tests: A comparison between experimental and theoretical results 被引量:5
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作者 Serdar Yasar Ali Osman Yilmaz 《Journal of Rock Mechanics and Geotechnical Engineering》 CSCD 2018年第5期893-906,共14页
This paper aims at reporting the results of a number of drag pick cutting tests on selected igneous rock samples to compare the experimentally determined maximum cutting force (FC) values with theoreti- cally estima... This paper aims at reporting the results of a number of drag pick cutting tests on selected igneous rock samples to compare the experimentally determined maximum cutting force (FC) values with theoreti- cally estimated ones. First, a review on theoretical rock cutting models proposed for both chisel and conical picks was presented in detail. Experimental study consists of both chisel and conical pick cutting tests in unrelieved (single-pick) cutting mode with varying cutting depths. FC' values were determined from experimental results, and theoretical models were utilized to compute FC for all cutting conditions. Computed and experimentally determined F( data were then compared for a referenced cutting depth. It is shown that the theoretical models might overestimate or underestimate FC' and cannot give reliable results. Finally, explanations for these mismatches were presented. 展开更多
关键词 rock cutting mechanics rock cutting tests Vertical rock cutting rig (VRCR) cutting force rock cutting theories
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Clearance angle and evolution of depth of cut in actuated disc cutting 被引量:4
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作者 Sevda Dehkhoda Bryce Hill 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2019年第3期644-658,共15页
This paper investigates the effect of cutter clearance angle on variation of depth of cut and cutting process with an actuated disc cutting(ADC).ADC is a cyclic cutting method with two main characteristics:(i)a disk-s... This paper investigates the effect of cutter clearance angle on variation of depth of cut and cutting process with an actuated disc cutting(ADC).ADC is a cyclic cutting method with two main characteristics:(i)a disk-shape cutter is used to attack the rock in an undercutting mechanism;and(ii)the cutter is dynamically actuated as it is moved across the rock.Hence,the cutting process of such system is periodic,each recurrence known as actuation cycle.The first ADC model,developed in 2016,represented an idealization of the technology with a flat disc cutter,where no clearance angle was considered.The evolution of the contact between the disc and the rock was,therefore,computed only on horizontal x-y plane,ignoring the effect of normal component of the force acting on cartridge.This article reports on a study that incorporates the cutter inclination angle in derivation of cutter/rock interface laws.It extends the proposed kinematic and geometry based model to take into account the variable depth of cut in estimating the forces associated with cutting in one actuation cycle.Experiments were conducted using Wobble to test the predictions of the improved model at various operating conditions.The model predictions are matched with the experimental results and effects of various factors are analysed. 展开更多
关键词 Actuated DISC cutting UNDERcutting Force model Wobble HARD rock cutting
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A New System to Evaluate Comprehensive Performance of Hard-Rock Tunnel Boring Machine Cutterheads 被引量:1
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作者 Ye Zhu Wei Sun +1 位作者 Junzhou Huo Zhichao Meng 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2019年第6期72-84,共13页
The accurate performance evaluation of a cutterhead is essential to improving cutterhead structure design and predicting project cost. Through extensive research, this paper evaluates the performance of a tunnel borin... The accurate performance evaluation of a cutterhead is essential to improving cutterhead structure design and predicting project cost. Through extensive research, this paper evaluates the performance of a tunnel boring machine(TBM) cutterhead for cutting ability and slagging ability. This paper propose cutting efficiency, stability, and continuity of slagging as the evaluation indexes of comprehensive cutterhead performance. On the basis of research of true TBM engineering applications, this paper proposes a calculation method for each index. A slagging efficiency index with a ratio of the maximum di erence between the slagging amount and average slagging is established. And a slagging stability index with a ratio of the maximum slagging fluctuation and average slagging is presented. Meanwhile, a cutting efficiency index by the weighed average value of multistage rock fragmentation of a cutter’s specific energy is established. The Robbins and China Railway Construction Corporation(CRCC) cutterheads are evaluated. The results show that under the same thrust and torque, the slagging stability of the CRCC scheme is worse, but the slagging continuity of the CRCC scheme is better. The cutting ability index shows that the CRCC cutterhead is more efficient. 展开更多
关键词 Evaluation of cutterhead cutting ability Slagging ability rock fragmentation load
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Discovery of Potassium-Bearing Cuttings from the Well Yangta 4 in the Kuqa Depression and Seam Division 被引量:4
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作者 WEI Zhao DENG Xiaolin +1 位作者 ZHAO Yuhai WANG Jian 《Acta Geologica Sinica(English Edition)》 SCIE CAS CSCD 2014年第S1期265-266,共2页
The world petroleum exploration suggests that,about70%of the world’s potash resources were discovered during oil and gas exploration(Zheng et al.,2007).The Kuqa depression in the Tarim basin is abundant with petroleu... The world petroleum exploration suggests that,about70%of the world’s potash resources were discovered during oil and gas exploration(Zheng et al.,2007).The Kuqa depression in the Tarim basin is abundant with petroleum exploration data,and 展开更多
关键词 rock Discovery of Potassium-Bearing cuttings from the Well Yangta 4 in the Kuqa Depression and Seam Division SEAM
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Comprehensive Review of Studies on Metamorphic Rocks
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作者 Hakan Citak Mustafa Coramik +2 位作者 Huseyin Gunes Sabri Bicakci Yavuz Ege 《International Journal of Geosciences》 2023年第10期999-1035,共37页
Marble is a metamorphic rock, which is one of the 3 basic rock types (magmatic, sedimentary, metamorphic) forming the earth’s crust. The major characteristic sought after in a rock mass in the field for it to be expo... Marble is a metamorphic rock, which is one of the 3 basic rock types (magmatic, sedimentary, metamorphic) forming the earth’s crust. The major characteristic sought after in a rock mass in the field for it to be exportable and usable as marble is its suitability to be cut in blocks. In the process of producing marble slabs from marble blocks, the blocks are expected not to contain potentially problematic hard or weak zones and their geomechanical and chemical properties should conform to the relevant standards. Ignoring of the geological properties of the rock in the process of deciding for marble production at a marble site and determination of production location, direction and method is the most important parameter that would increase production loss. In order to reduce losses by determination of geological properties of marble, many academic studies have been conducted on the effects of water saturation, temperature, freezing and thawing on its mechanical and fracture properties. There are further studies on crack propagation in marble under stress. However, even those marble blocks that are obtained based on geological parameters may suffer serious cracks or fractures due to stresses caused by their weight and geometry. Therefore, cutting direction is of critical importance in order to minimize marble waste in the process of cutting a marble block which is brought to the inventory or processing site with cracks, cavities or fractures. Certain studies exist within such context, where the geometry of the discontinuity within a block is determined using non-destructive methods, such as ultrasonic testing, in order to determine the appropriate cutting direction. Such studies made use of ultrasonic waves to determine the physical and chemical structures of magmatic and sedimentary rocks by measuring the progress velocity of sonic waves in the rock. Said studies, however, mostly worked on sedimentary and magmatic rock specimens, focusing less on metamorphic rocks such as marble due to their anisotropic properties. Understanding the academic literature studies on marble would provide significant contribution to the reduction of production losses during the processing marble blocks in processing plants and the achievement of production efficiency levels that are within economic limits. Within such scope, this study has reviewed the past academic studies on marble, classified them under 6 categories, and comprehensively analyzed each category based on materials, testing setups, test specimens, test parameters and research techniques. 展开更多
关键词 MARBLE Metamorphic rock Ultrasonic Test CRACK cutting Direction
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底板动压巷道压裂弱结构体应力转移控制技术 被引量:2
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作者 陈绍杰 刘江伟 +1 位作者 李亚康 吕华 《煤炭科学技术》 EI CAS CSCD 北大核心 2024年第1期106-116,共11页
为了满足煤矿安全生产的需要,许多巷道都会布置在煤层底板中,如部分运输大巷、排水巷道、瓦斯抽采巷道等。采动应力容易造成底板巷道围岩应力升高,加剧底板巷道围岩变形,造成支护永久失效、顶板下沉、巷道底鼓、两帮收敛等破坏。针对此... 为了满足煤矿安全生产的需要,许多巷道都会布置在煤层底板中,如部分运输大巷、排水巷道、瓦斯抽采巷道等。采动应力容易造成底板巷道围岩应力升高,加剧底板巷道围岩变形,造成支护永久失效、顶板下沉、巷道底鼓、两帮收敛等破坏。针对此,提出了在应力传递路径上实施水力压裂,在指定的区域制造出一定空间形态的水压裂缝网,形成压裂弱结构体,实现区域范围内的应力转移,从而降低巷道区域范围内的应力,控制巷道的围岩稳定性的控制技术,并通过理论分析及现场工程验证等方式,揭示了底板动压巷道压裂弱结构体应力转移的力学机制,建立了相应的力学模型,对压裂弱结构体的合理位置、范围等影响因素进行了求解。得出:(1)压裂弱结构体使局部应力场发生明显变化,出现应力升高区和应力降低区,应力降低区主要分布在弱结构体与采动应力连线的方向上,主要集中在一个拱形的范围内;由于膨胀效应,在与应力来源垂直的方向上产生应力集中,出现应力升高区。(2)最大主应力变化幅度与压裂弱结构体的长轴长L、短轴长H、到巷道的距离P、与巷道连线的水平夹角β、压裂层的强度C及内摩擦角α、压裂的损伤变量D等有关。其中到巷道的距离P对卸压效果影响最大,损伤变量D对卸压效果影响最小。(3)采用提出的计算方法设计了淮北矿业集团袁店一矿的103运输集中巷的卸压方案,工程应用结果表明,底板动压巷道变形速率明显减缓,验证了底板强动压巷道压裂弱结构体应力转移模型的合理性。 展开更多
关键词 采动应力 弱结构体 水力压裂 卸压 切顶 围岩控制
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矿震与冲击地压防治研究进展 被引量:1
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作者 李俊平 管婷婷 +1 位作者 冯嘉禹 王海泉 《中国安全科学学报》 CAS CSCD 北大核心 2024年第1期85-93,共9页
矿震与冲击地压是采矿领域亟待解决的热点、难点和瓶颈问题,为了有效控制矿震与冲击地压,综述矿震定义与分类、矿压假说及矿震与冲击地压防治技术,回顾切顶卸压理论及其在中厚金矿采空区处理与卸压开采、中厚及以下煤矿沿空留巷中的应用... 矿震与冲击地压是采矿领域亟待解决的热点、难点和瓶颈问题,为了有效控制矿震与冲击地压,综述矿震定义与分类、矿压假说及矿震与冲击地压防治技术,回顾切顶卸压理论及其在中厚金矿采空区处理与卸压开采、中厚及以下煤矿沿空留巷中的应用,并比较其与110工法的差异。据此,给出矿震定义,指出矿震与冲击地压发生的条件类似,针对厚矿体开采提出深埋坚硬顶板控制爆破切槽放顶技术。研究表明:控制爆破切槽放顶技术仍然是未来矿震与冲击地压防治中释放并转移高地压的主要方法,它还可将深埋厚矿体的“砌体梁”简化成弹簧岩梁承载体系。 展开更多
关键词 矿震 冲击地压 切顶卸压理论 弹簧岩梁承载 地表沉陷
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PDC齿切削砾岩的细观损伤模拟 被引量:1
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作者 杨宏宇 邓清源 +2 位作者 叶柏良 刘建平 黄安龙 《石油机械》 北大核心 2024年第1期1-10,共10页
砾岩一般具有孔隙结构复杂、非均匀性严重等特点,PDC钻头钻进砾岩地层时破岩效率普遍较低,室内试验很难有效地研究PDC齿的破岩过程。为此,采用离散元软件PFC2D建立了PDC齿切削砾岩的数值模型,研究不同切削深度、前倾角及岩石非均质度情... 砾岩一般具有孔隙结构复杂、非均匀性严重等特点,PDC钻头钻进砾岩地层时破岩效率普遍较低,室内试验很难有效地研究PDC齿的破岩过程。为此,采用离散元软件PFC2D建立了PDC齿切削砾岩的数值模型,研究不同切削深度、前倾角及岩石非均质度情况下,砾岩的破碎形式和过程,引入破岩比功评价了砾岩切削过程中的破岩效率。研究结果表明:一定范围内增加切削深度,砾岩内部剪切裂纹更快萌生且剪切裂纹占比显著增加,主裂纹沿自由面方向和切削方向绕砾扩展;提高砾岩非均质度,岩石逐渐由塑性破坏转变为脆性破坏,非均质度过高会增加砾岩的整体强度,且使作用在PDC齿上的冲击破坏频率增加,不利于破岩;当PDC齿以1 mm切削深度、5°前倾角切削砾岩时,可获得最高的破岩效率。所得结论可为PDC齿设计及切削参数选择提供理论支持。 展开更多
关键词 PDC齿 离散元 砾岩地层 数值模拟 细观损伤 岩石切削
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高压水射流辅助锥形PDC齿破碎花岗岩试验研究
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作者 王大勇 马红滨 +4 位作者 李欣龙 熊超 史怀忠 黄中伟 赫文豪 《石油机械》 北大核心 2024年第7期36-44,共9页
深部地层岩石硬度高、研磨性强、可钻性差,地质条件复杂、施工难度大,高压水射流辅助钻井可有效延长钻头寿命,提高钻进效率。采用室内试验与理论分析相结合的方法,开展了高压水射流辅助锥形PDC齿破碎花岗岩试验,分析了高压水射流辅助锥... 深部地层岩石硬度高、研磨性强、可钻性差,地质条件复杂、施工难度大,高压水射流辅助钻井可有效延长钻头寿命,提高钻进效率。采用室内试验与理论分析相结合的方法,开展了高压水射流辅助锥形PDC齿破碎花岗岩试验,分析了高压水射流辅助锥形PDC齿和常规PDC齿破碎花岗岩特性,揭示了射流压力、喷射距离、喷嘴直径及喷射角度等因素对锥形PDC齿破岩效果的影响规律。研究结果表明:在高压水射流辅助破岩条件下,锥形PDC齿与常规PDC齿的破岩比能分别降低了17.36%与19.63%;射流压力越大,射流辅助锥形PDC齿破岩效果越好;在研究条件下,喷距范围为5~10 mm可使水射流辅助锥形PDC齿破岩效果最佳;当喷嘴直径为2 mm时,切削力离散系数最小;喷射角度为30°时,锥形PDC齿切削力与破岩比能达到最小值;喷射角度为20°时,切削力离散系数最小,切削力最稳定。研究结果可为适用于深部硬岩钻井的锥形PDC钻头水力结构设计与优化提供理论支撑。 展开更多
关键词 高压水射流 锥形PDC齿 联合破岩 花岗岩 切削力 破岩特性
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预切缝位置及深度对SBM滚刀破岩的影响
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作者 杨仁树 康一强 +3 位作者 杨立云 刘康 丁晨曦 樊谨豪 《煤炭学报》 EI CAS CSCD 北大核心 2024年第1期415-425,共11页
利用水射流对岩体进行预切缝是提高竖井全断面掘进机破岩效率、实现深部资源机械化开发的关键技术。针对预切缝位置及深度合理参数选取的难题,首先指出了锥面刀盘带动下滚刀破岩的工况特征,进而基于Cohesive单元方法,建立了预切缝条件... 利用水射流对岩体进行预切缝是提高竖井全断面掘进机破岩效率、实现深部资源机械化开发的关键技术。针对预切缝位置及深度合理参数选取的难题,首先指出了锥面刀盘带动下滚刀破岩的工况特征,进而基于Cohesive单元方法,建立了预切缝条件下的滚刀破岩离散-连续耦合数值模型。以完整岩体为对照组,对比分析了不同预切缝距离和深度对滚刀破岩的受力特征和岩石破碎特征的影响规律。阐述了预切缝条件下,滚刀破岩时密实核形成、块状岩渣形成、Hertz裂纹扩展3个阶段性特征,指出了岩体的非对称破碎特性和不同区域岩渣的形成机制。最终从滚刀受力、破岩面积、破岩比能耗、岩渣破碎程度4个方面综合分析,确定了预切缝的最佳距离和深度取值范围。研究结果表明:预切缝可以显著减小竖井全断面掘进机滚刀破岩过程中的贯入力和侧向力。与完整岩体相比,贯入力峰值降低了44.0%~10.3%。侧向力峰值降低了35.2%~6.5%。预切缝间距及深度较小时,会限制滚刀破岩范围,同时使得破碎岩体块度更小,导致破岩比能耗增高。随着预切缝深度的增大,破岩体积先增大后趋于稳定,比能耗先减小后保持不变。最终,确定了切缝距离为70~90 mm,深度为60~80 mm时破岩效果最佳,破岩体积较无切缝时提高约1倍,破岩比能耗降低69.2%。研究结果为刀盘辅助破岩装备的设计及参数确定提供了参考。 展开更多
关键词 预切缝 滚刀破岩 分形维数 竖井全断面掘进机
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低压超声速磨料空气射流喷嘴结构
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作者 刘勇 李志平 +3 位作者 魏建平 蔡玉波 余大炀 黄逸 《煤炭学报》 EI CAS CSCD 北大核心 2024年第3期1704-1716,共13页
硬岩隧道掘进刀具磨损严重、换刀频繁是限制高效掘进的主要因素,低压磨料空气射流辅助刀具破岩是突破硬岩隧道掘进技术瓶颈的可行性思路,为实现辅助高横移速度刀具破岩,提出了矩形喷嘴。矩形喷嘴能有效提高磨料在移动方向集束性,进而减... 硬岩隧道掘进刀具磨损严重、换刀频繁是限制高效掘进的主要因素,低压磨料空气射流辅助刀具破岩是突破硬岩隧道掘进技术瓶颈的可行性思路,为实现辅助高横移速度刀具破岩,提出了矩形喷嘴。矩形喷嘴能有效提高磨料在移动方向集束性,进而减小切缝宽度,提高切缝深度。为明确矩形喷嘴对磨料加速及破岩的影响规律,采用加长扩张段长度和截面近似等效设计了圆形喷嘴及矩形喷嘴;然后基于数值方法确定了喷嘴扩张段长度对气体及磨料加速的影响,并对比分析了喷嘴不同断面形状对磨料加速和分布特征的影响。最后通过开展低压磨料空气射流冲蚀破碎花岗岩实验,研究了喷嘴结构和横移速度对冲蚀效果的影响,分析了不同断面形状喷嘴的切割效率,确定了适用辅助刀具破岩的最佳喷嘴结构。数值结果表明压力2 MPa时,加长扩张段长度,气固两相能量转化更充分,磨料加速更充分,但随着喷嘴扩张段持续加长,磨料速度提升不明显;相比圆形断面喷嘴,矩形断面喷嘴对磨料加速稍差,但仍能将磨料加速至300 m/s,且经矩形喷嘴加速的磨料在自由流域呈扁平矩形分布,有效提高了磨料在刀具横移方向的集束性。实验表明圆形喷嘴扩张段加长,岩石冲蚀深度不断增加,当扩张段长度为145 mm时,花岗岩冲蚀深度分别为23.90、20.23 mm,扩张段长度持续加长,岩石的冲蚀深度提高并不显著。当横移速度为0.02 m/s时,喷嘴C_(4)、R_(1)、R_(2)切割玄武岩深度分别为3.35、12.15、8.25 mm,花岗岩深度分别为5.2、14.9、11.5 mm;横移速度为0.30 m/s时,喷嘴C_(4)、R_(1)切割玄武岩深度分别为0.8、3.0 mm,花岗岩深度分别为1.0、3.6 mm。对比喷嘴C_(4),和数值模拟结果相同,矩形喷嘴能使磨料聚能、磨料利用充分,切割效率较优。且喷嘴R_(1)的切割效率最好,喷嘴结构最优。研究结论将为磨料空气射流辅助刀具破岩提供理论和技术支撑。 展开更多
关键词 磨料空气射流 喷嘴结构 硬岩掘进 磨料加速分布 切割效率
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硬岩顶板切顶留巷围岩变形分区补强控制研究
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作者 邵炜星 查文华 +4 位作者 杨国威 许涛 刘啸 程文博 陈登红 《水利水电技术(中英文)》 北大核心 2024年第7期157-172,共16页
【目的】森达源煤矿传统的宽煤柱开采方式导致采掘接续紧张,并引发严重的围岩变形问题。切顶留巷技术可优化巷道支护条件,提高采煤效率,促进煤矿高效安全生产。【方法】以1号煤层的10101工作面为研究对象,运用FLAC 3D数值模拟软件,深入... 【目的】森达源煤矿传统的宽煤柱开采方式导致采掘接续紧张,并引发严重的围岩变形问题。切顶留巷技术可优化巷道支护条件,提高采煤效率,促进煤矿高效安全生产。【方法】以1号煤层的10101工作面为研究对象,运用FLAC 3D数值模拟软件,深入探究了切顶高度、切顶角度、注浆加固深度对巷道掘进、预裂切顶和切顶留巷过程中煤帮内部、采空区及顶板应力变形特性的影响。确定出最佳切顶留巷方案。在此基础上,进一步模拟分析工作面前后不同区域的围岩受力变形情况。提出回采工作面前方0~30 m内为超前补强区,采取“高预应力锚索+单体配合铰接顶梁”的联合支护。后方0~100 m内为滞后补强区,采用“工字钢+单体支柱”联合支护,同时对矸石帮实施注浆加固。通过工程应用验证了区分补强控制变形措施的有效性。【结果】结果显示:最佳切顶留巷方案为切顶高度6 m,切顶角度15°,矸石帮注浆深度1 m。此方案下,10101工作面的巷道顶底板的最终变形量为155 mm,两帮的为84 mm,均符合矿井使用要求,验证了切顶留巷技术具有良好效果。【结论】结果表明:切顶留巷技术能有效解决传统宽煤柱开采方式中存在的围岩变形问题。然而,该技术的实施受切顶高度、切顶角度和矸石帮注浆深度等因素的影响较大,需结合数值模拟和现场状况进行具体确定。总体上,切顶留巷技术和分区补强控制措施对围岩变形的控制效果显著,为类似条件下的煤矿开采提供了宝贵的经验借鉴,因而具有广阔的应用前景。 展开更多
关键词 硬岩 切顶留巷 围岩变形 分区补强 影响因素 力学性能 变形 数值模拟
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基于红外热像和振动信号的煤岩识别实验研究
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作者 刘治翔 孙战 +1 位作者 尹家阔 邹康 《工矿自动化》 CSCD 北大核心 2024年第4期78-83,152,共7页
针对现有煤岩识别技术存在的难以实际应用、易受信号干扰、成本高和实现复杂等问题,通过理论分析煤岩截割产热与煤岩硬度的关系,证明通过红外热像获取的截割温度变化来进行煤岩识别的合理性;搭建了掘进机截齿截割煤岩试验台,对不同硬度... 针对现有煤岩识别技术存在的难以实际应用、易受信号干扰、成本高和实现复杂等问题,通过理论分析煤岩截割产热与煤岩硬度的关系,证明通过红外热像获取的截割温度变化来进行煤岩识别的合理性;搭建了掘进机截齿截割煤岩试验台,对不同硬度的普通煤层、煤岩交界处及中砂岩层进行长时间截割试验,通过红外热像仪和振动传感器分别获取截割温度和截割头振动信号并分析其变化规律。研究结果表明:①随着截割时间增加,截割温度逐渐升高;煤岩硬度越高,截割温度越高,且截割温度上升速率越快;在截割起始阶段无法通过截割温度识别煤岩,但在稳定截割时可根据截割温度特性识别煤岩。②截割头振动强度随着煤岩硬度增大而变大,但不随截割时间增加而产生明显变化,因此可弥补在截割起始阶段无法通过截割温度识别煤岩的不足。③通过单一截割温度或振动强度不能对煤岩进行准确识别,因此可在截割起始阶段和频繁出现闪温时通过振动强度来识别煤岩,而在截割稳定阶段通过红外热像获取的温度来识别煤岩。 展开更多
关键词 煤岩识别 红外热像 截割温度 振动强度
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