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Vertebral Bone Drilling (Puncture) Attenuates the Acute Pain Due to Vertebral Compression Fractures 被引量:2
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作者 Koichi Ota Sosi Iwasaki 《Open Journal of Anesthesiology》 2014年第2期46-49,共4页
Purpose: The Investigational Vertebroplasty Efficacy and Safety Trial (INVEST), a randomized blinded controlled study of Vertebroplasty, demonstrated similar improvements in pain between blinded Vertebroplasty and sha... Purpose: The Investigational Vertebroplasty Efficacy and Safety Trial (INVEST), a randomized blinded controlled study of Vertebroplasty, demonstrated similar improvements in pain between blinded Vertebroplasty and sham-Vertebroplasty groups. The result from the RCT study suggested that the observed efficacy of the Vertebroplasty procedure, instead of representing the cement-mediated reduction in pain, may relate to the vertebral bone drilling per se. The aim of this study was to demonstrate the effectiveness of pain relief of vertebral bone drilling at the site of painful osteoporotic vertebral compression fractures in the acute phase. Materials and Methods: Twenty-six patients with painful osteoporotic compression fractures underwent the vertebral bone drilling. We assessed primary outcome measures in the NRS pain score and RDQ score at day 0 and 3 following the drilling. Comparisons were made by using Wilcoxon signed rank test. Results: The mean baseline NRS and RDQ score, and the mean NRS and RDQ score at day 3 were 7.3 ± 1.2, 15.7 ± 4.2, 4.6 ± 1.4, 7.3 ± 2.2, respectively. Among the patients, we detected significant improvements in NRS pain score and RDQ score at day 3 following the drilling compared with day 0 (P < 0.001). Conclusion: Vertebral bone drilling at the site of painful vertebral compression fractures alleviated the intractable pain due to osteoporotic vertebral compression fractures. 展开更多
关键词 VERTEBRAL Bone drilling OSTEOPOROSIS VERTEBRAL compression FRACTURES Acute PAIN VERTEBROPLASTY
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Determination of the constant m_(i) in the Hoek-Brown criterion of rock based on drilling parameters 被引量:6
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作者 Haoteng Wang Mingming He +1 位作者 Zhiqiang Zhang Jiwei Zhu 《International Journal of Mining Science and Technology》 SCIE EI CAS CSCD 2022年第4期747-759,共13页
The constant m_(i) in the Hoek-Brown(H-B) criterion is a fundamental parameter required for determining the compressive strength of rock. In this paper, drilling parameters provide a new basis for determining the cons... The constant m_(i) in the Hoek-Brown(H-B) criterion is a fundamental parameter required for determining the compressive strength of rock. In this paper, drilling parameters provide a new basis for determining the constant mi. An analytical relationship between the drilling parameters and constant miis established in consideration of the contact response between the drilling bit and the cut rock in the crushed zone.New models are developed to predict the triaxial compressive strength(TCS), internal friction angle φand cohesion c of rock. Drilling tests are carried out on 6 rock types to study the correlation between φ and m_(i). A comparison between the predicted values of rock mechanical properties and the measured values from the laboratory is performed to verify the accuracy of the proposed model(yielding an error less than 10%). The TCSs and constant m_(i) values of fifteen rocks are cited to validate the accuracy of the proposed model. The result shows that the proposed model predicts the TCS and constant m_(i) within a maximum error of 20%. The method can be conveniently applied to the rock mechanical properties. 展开更多
关键词 Constant miin the H-B criterion Analytical model Friction angle drilling parameters Triaxial compressive strength
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On the Character and Mechanism of the Drilling Force For SiCw/Al Composite 被引量:1
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作者 韩荣第 李向麒 +1 位作者 严春华 耿林 《Journal of Harbin Institute of Technology(New Series)》 EI CAS 1996年第2期78-79,70+81-82,共5页
OntheCharacterandMechanismoftheDrillingForceForSiCw/AlComposite¥HANRongdi;LIXiangqi;YANChunhua;GENGLin(韩荣第,李... OntheCharacterandMechanismoftheDrillingForceForSiCw/AlComposite¥HANRongdi;LIXiangqi;YANChunhua;GENGLin(韩荣第,李向麒,严春华,耿林)(Dept.o... 展开更多
关键词 ss:SiCw/Al COMPOSITE drilling force compressive strength
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Optimization of Drilling Parameters by Analysis of Formation Strength Properties with Utilization of Mechanical Specific Energy 被引量:1
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作者 Afshin Davarpanah Seyed Mohammad Mehdi Nassabeh Behnam Mirshekari 《Open Journal of Geology》 2017年第11期1590-1602,共13页
By increasing the daily needs of human energy, human manipulation of natural energy sources is expanded and encouraged the human society to developing science, knowledge and technology. Mechanical specific energy requ... By increasing the daily needs of human energy, human manipulation of natural energy sources is expanded and encouraged the human society to developing science, knowledge and technology. Mechanical specific energy required energy for drilling the unit of formation volume. This parameter can be used for functional analysis of drilling, drilling bit optimization and investigating of instability has been made during drilling operations. This parameter can be used for decreasing of drilling costs by increasing drilling speed, optimized the useful life of the drilling bit and determine the right time to replace the drilling bit, and in some cases reduced to a minimum amount. In South Pars field in Iran, many wells have been drilled;however detailed statistics processes hadn’t done for optimizing drilling parameters and their impact on mechanical specific energy. By results of these studies, we can analyze performance and drilling parameters such as weight on drilling bit, rotational speed, penetration rate, etc. In the most investigated cases, mechanical specific energy at the final period time of drilling on each wells has been increased gradually due to the speed movement reduction. Although by investigating middle formations in section of 12.25 inch, all existing wells on a platform in one of the phases of Iran’s South Pars field are being studied, which contains formations such as Hith, Surmeh, Neyriz, Dashtak and Kangan. Studies were done in two parts. In the first part, the range of optimized drilling parameters that is increasing drilling speed and reducing the required amount of energy for drilling formation. This process by investigating mechanical specific energy and its relationship with uniaxial compressive strength in five studied formation have been presented. In the second part, correlations to predict the mechanical specific energy in this area by statistical methods by SPSS software, presented and reviewed. Then, by the most appropriate relationship, the most influential drilling parameters on mechanical specific energy have been set. However, for drilling the next wells in this area drilling parameters with the most priority influences on mechanical specific energy, proposed in the optimum range, will be recommended. 展开更多
关键词 MECHANICAL Specific Energy drilling BIT PENETRATION Rate compressive Strength Statistical Methods
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Experimental Study of Engineered Cement Plug to Effectively Cure Losses While Drilling in Iranian Oil/Gas Well 被引量:1
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作者 Majid Sajjadian Ehsan Esmaeilpour Motlagh Ali Akbar Daya 《International Journal of Geosciences》 2016年第2期115-119,共5页
Mud losses are one of the most severe problems encountered in drilling. This is commonly known as lost circulation. It can occur in naturally fractured formations and also can be induced in formations through drilling... Mud losses are one of the most severe problems encountered in drilling. This is commonly known as lost circulation. It can occur in naturally fractured formations and also can be induced in formations through drilling. Mud losses while drilling leading to cost overruns and HSE concerns, primary cement job failure due to not getting the cement up to the desired height resulting in subsequent sustained casing pressure and corrosion, not able to perform work over activity on certain wells due to losses. The objective of this paper is to explain extreme lost circulation problem and introduce cement plug formulation to cure or mitigate this problem. In addition, the cement plug has certain compressive strength that this is proper for use to control lost circulation in field. And finally, the application of a cement plug is described in one well of the Gas Field (National Iranian Oil Company). 展开更多
关键词 drilling Lost Circulation Cement Plug compressive Strength
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Drilling Processes Using Drag Bits and Its Application 被引量:1
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作者 Zhantao Li Ken-ichi Itakura 《Journal of Civil Engineering and Architecture》 2012年第6期715-720,共6页
关键词 刮刀钻头 钻削过程 解析模型 应用 单轴抗压强度 机械物理性能 钻井参数 钻井过程
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Application of wavelet neural network in the acoustic logging-while-drilling waveform data processing
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作者 ZHANG Wei SHI Yi-bing 《通讯和计算机(中英文版)》 2007年第8期29-34,共6页
关键词 小波神经网络 数据压缩 随钻声波测井技术 波形数据 油田
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微波辐射深井砂岩升温损伤特征与钻进效果对比研究
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作者 陈登红 鲁德沛 +3 位作者 王智鹏 汪朝家 杨理想 汤允迎 《金属矿山》 CAS 北大核心 2024年第6期94-104,共11页
为了研究微波辐射深井砂岩升温损伤特征与钻进效果,采用恒源煤业标高-940 m回风辅助石门取芯的深井砂岩为研究对象,分析其深井砂岩在相同输入能量微波辐射后温度、质量、纵波波速及钻进实验后的机械钻平均转速、扭矩随不同路径处理下的... 为了研究微波辐射深井砂岩升温损伤特征与钻进效果,采用恒源煤业标高-940 m回风辅助石门取芯的深井砂岩为研究对象,分析其深井砂岩在相同输入能量微波辐射后温度、质量、纵波波速及钻进实验后的机械钻平均转速、扭矩随不同路径处理下的变化规律。研究结果表明:在模拟试件单面辐射时,高功率短时间(1.4 kW,214 s)比低功率长时间(1.0 kW,300 s)微波辐射后质量变化、试件前侧后表面最高温度变化更大,且波速差值和损伤因子随试件表面温度升高而增大;微波辐射前后测量试件对应5个标记点位置处的纵波波速,发现波速差值和损伤因子较大的地方主要集中在试件表面升温最高的地方;在对比有无受限变形条件下钻进实验效果分析开展了A组微波未辐射、有受限变形(路径1),B组微波功率为1.0 kW、微波辐射时间为300 s、有受限变形(路径2),C组微波功率为1.0 kW、微波辐射时间为300 s、无受限变形(路径3),D组微波功率为1.4 kW、微波辐射时间为214 s、有受限变形(路径4)4种路径的处理方式,得到钻进效果从优到差的路径依次为:路径3>路径4>路径2>路径1;分析得到在相同输入能量有受限变形条件制约下,功率在1.4 kW微波辐射下钻进效率是功率在1.0 kW微波辐射下的1.3倍左右,而有受限变形条件制约下,微波辅助钻进法的效率是无微波辐射常规法的8.5倍左右,即有受限变形条件制约下机械钻进较为困难。研究成果为较弱吸波能力深井砂岩的损伤路径优化及低能耗高效率破岩提供了借鉴与参考。 展开更多
关键词 微波辐射 深井砂岩 侧压受限变形 钻进效果 路径优化
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A Gel-Based Solidification Technology for Large Fracture Plugging
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作者 Kunjian Wang Ruibin He +3 位作者 Qianhua Liao Kun Xu Wen Wang Kan Chen 《Fluid Dynamics & Materials Processing》 EI 2024年第3期563-578,共16页
Fault fractures usually have large openings and considerable extension. Accordingly, cross-linked gel materials aregenerally considered more suitable plugging agents than water-based gels because the latter often unde... Fault fractures usually have large openings and considerable extension. Accordingly, cross-linked gel materials aregenerally considered more suitable plugging agents than water-based gels because the latter often undergo contaminationvia formation water, which prevents them from being effective over long times. Hence, in this study, aset of oil-based composite gels based on waste grease and epoxy resin has been developed. These materials havebeen observed to possess high compressive strength and resistance to the aforementioned contamination, therebyleading to notable increase in plugging success rate. The compressive strength, thickening time, and resistance toformation water pollution of these gels have been evaluated indoors. The results show that the compressivestrength of the gel can reach 11 MPa;additionally, the related gelation time can be controlled to be more than3 h, thereby providing a safe construction time;Invasion of formation water has a small effect on the gel strengthand does not shorten the thickening time. All considered performance indicators of the oil-based gel confirm itssuitability as a plugging agent for fault fractures. 展开更多
关键词 drilling loss fault fracture oil-based gel compressive strength gel plugging
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基于冲击回转钻进的岩石强度随钻识别研究
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作者 刘勇斌 张晓平 +6 位作者 李馨芳 李德宏 陈广军 刘小波 熊雪飞 杨朗 李玉生 《岩土力学》 EI CAS CSCD 北大核心 2024年第3期857-866,共10页
在隧道掘进施工过程中,数字化钻孔过程监测(drillingprocessmonitoring,简称DPM)系统能够实时快速地获取岩石强度参数,及时指导现场开挖和支护作业。为实时获取隧道开挖掌子面前方的围岩强度,基于搭载于气动冲击回转钻机上的数字化DPM... 在隧道掘进施工过程中,数字化钻孔过程监测(drillingprocessmonitoring,简称DPM)系统能够实时快速地获取岩石强度参数,及时指导现场开挖和支护作业。为实时获取隧道开挖掌子面前方的围岩强度,基于搭载于气动冲击回转钻机上的数字化DPM系统地开展现场原位数字钻进试验。通过对钻孔全过程的推进压力、回转压力、冲击压力以及钻杆位移等钻进参数进行实时监测、记录和分析,得到了不同钻孔过程的钻进参数特征,据此对各钻孔过程进行识别,并采用DPM时间序列分析方法分离出纯钻进过程钻进参数,结果表明:纯钻进过程的钻进深度随钻进时间呈分段线性变化;钻机工作压力随钻进时间的变化相对恒定,其对不同钻速段的钻速变化影响有限;同时,钻进速度随岩石强度增加而减小,并建立了岩石强度关于钻进速度的指数关系模型,用以指导工程实践。 展开更多
关键词 冲击回转 钻孔过程监测 钻进参数 饱和单轴抗压强度
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多峰分布的岩石单轴饱和抗压强度统计分析方法及应用
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作者 张晓 陈启标 +2 位作者 皮德金 余荣春 刘卫今 《红水河》 2024年第2期128-132,138,共6页
越南某火力发电厂下伏中等风化岩石单轴饱和抗压强度fr呈现多峰分布,极差大、离散性大,正态分布假设下的统计量与实际情况存在偏差。笔者以fr样本分位数为切入点,探讨fr水平、垂直分布规律以及统计成果应用。结果表明:fr在水平方向的分... 越南某火力发电厂下伏中等风化岩石单轴饱和抗压强度fr呈现多峰分布,极差大、离散性大,正态分布假设下的统计量与实际情况存在偏差。笔者以fr样本分位数为切入点,探讨fr水平、垂直分布规律以及统计成果应用。结果表明:fr在水平方向的分布与地层沉积韵律、层厚、层面倾角等直接相关,fr在垂直方向的分布与取样深度无明显相关性;基于各钻探回次的fr样本分位数,可通过贝叶斯公式及全概率公式估算钻进成功率,可用于钻进工艺选择以及风险评估;通过线性规划模型可得到钻进工艺配置的最优方案。该统计分析方法对样本分布特性无特殊要求,易于实现,具有一定的工程应用价值。 展开更多
关键词 多峰分布 岩石单轴饱和抗压强度 统计分析 钻进工艺配置
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超长大直径钻孔桩基础现场压缩静载荷测试分析
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作者 王润青 《江西建材》 2024年第4期101-103,共3页
文中以某桥梁工程为例,对静载作用下不同类型桩的沉降量时程响应曲线以及荷载随深度的传递机制进行分析。结果表明,相同荷载水平下,2号桩的沉降量与1号桩相比降低了55.3%~67.8%。所有荷载水平下,钻孔灌注桩的桩身轴力随着深度的增加呈... 文中以某桥梁工程为例,对静载作用下不同类型桩的沉降量时程响应曲线以及荷载随深度的传递机制进行分析。结果表明,相同荷载水平下,2号桩的沉降量与1号桩相比降低了55.3%~67.8%。所有荷载水平下,钻孔灌注桩的桩身轴力随着深度的增加呈现不断下降的趋势。相同荷载条件下,钻孔灌注桩的桩身轴力略高于1号桩的桩身轴力,最大荷载水平下,2号桩的桩端部支撑百分比高于1号桩的端部支撑百分比。随着施加荷载水平的增加,钻孔灌注桩的桩侧摩阻力呈现先快速增加后平稳的趋势。相同荷载水平下,2号桩的桩侧摩阻力大于1号桩的桩侧摩阻力。总之,桩越长,钻孔灌注桩的承载能力越强。 展开更多
关键词 基坑工程 大直径钻孔桩 现场压缩 静载测试 沉降量 轴力
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混凝土灌注桩钻芯法芯样抗压强度结果不确定度评定
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作者 潘杨 《广东建材》 2024年第6期75-77,共3页
本文结合工程实例分析了混凝土灌注桩钻芯法芯样抗压强度试验过程中引入的因素,建立了混凝土芯样抗压强度测量不确定的计算模型,计算出不同因素导致的不确定度分量,从而分别计算A类和B类测量不确定度、合成标准不确定度及扩展不确定度... 本文结合工程实例分析了混凝土灌注桩钻芯法芯样抗压强度试验过程中引入的因素,建立了混凝土芯样抗压强度测量不确定的计算模型,计算出不同因素导致的不确定度分量,从而分别计算A类和B类测量不确定度、合成标准不确定度及扩展不确定度。根据不同因素导致的不确定度分量大小,分析出影响不确定度的关键因素,基于此提出提高抗压强度检测结果准确性的方法。 展开更多
关键词 基桩钻芯法 混凝土芯样 抗压强度 不确定度的计算方法
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中小直径钻芯法在水利薄壁构件强度检测中的应用
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作者 谭弘 孙圣 《科学技术创新》 2024年第7期128-131,共4页
水利薄壁构件强度检测方法多样化,钻芯取样属于常用的方法。文章结合水利工程实例,重点研究中小直径钻芯法在强度检测中的应用要点,提出钻芯方案,进行试验设计和试件加工,分析试件的破坏形态,根据实测抗压强度评价薄壁构件的强度是否达... 水利薄壁构件强度检测方法多样化,钻芯取样属于常用的方法。文章结合水利工程实例,重点研究中小直径钻芯法在强度检测中的应用要点,提出钻芯方案,进行试验设计和试件加工,分析试件的破坏形态,根据实测抗压强度评价薄壁构件的强度是否达标。经研究,在评价薄壁预制构件的抗压强度时,高径比为0.71的D70H50芯样试件检测结果具有可靠性,能够较为准确地反映薄壁构件的强度,并减轻钻芯引起的薄壁构件损伤,研究内容可供同仁参考,有效做好薄壁构件强度检测工作。 展开更多
关键词 抗压强度 薄壁构件 中小直径钻芯法 试验设计 结果分析
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建筑混凝土抗压强度钻芯法的检测应用
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作者 宋磊 《中国厨卫》 2024年第3期7-9,共3页
文章在分析钻芯法适用性的基础上,结合建筑工程实例,研究了钻芯法在混凝土抗压强度检测中的应用方法,确定了钻芯取样的位置,选择了规格合适的钻头以及控制钻芯数量,钻芯取样后进行检测、计算与分析,通过实测结果反映了被测混凝土的抗压... 文章在分析钻芯法适用性的基础上,结合建筑工程实例,研究了钻芯法在混凝土抗压强度检测中的应用方法,确定了钻芯取样的位置,选择了规格合适的钻头以及控制钻芯数量,钻芯取样后进行检测、计算与分析,通过实测结果反映了被测混凝土的抗压强度,并阐述了芯样加工、钻孔修补等细节的施工方法,以期给相关工作人员提供参考,提高钻芯法在混凝土抗压强度检测中的应用水平。 展开更多
关键词 钻芯法 混凝土抗压强度 龄期 应用
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Testing method of rock structural plane using digital drilling
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作者 Qi Wang Yuncai Wang +4 位作者 Bei Jiang Hongke Gao Fenglin Ma Dahu Zhai Songlin Cai 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE 2024年第7期2563-2578,共16页
The rock mass consists of rock blocks and structural planes,which can reduce its integrity and strength.Therefore,accurately obtaining the characteristics of the rock mass structural plane is a prerequisite for evalua... The rock mass consists of rock blocks and structural planes,which can reduce its integrity and strength.Therefore,accurately obtaining the characteristics of the rock mass structural plane is a prerequisite for evaluating stability and designing supports in underground engineering.Currently,there are no effective testing methods for the characteristic parameters of the rock mass structural plane in underground engineering.The paper presents the digital drilling technology as a new testing method of rock mass structural planes.Flawed rock specimens with cracks of varying widths and angles were used to simulate the rock mass structural planes,and the multifunctional rock mass digital drilling test system was employed to carry out the digital drilling tests.The analysis focuses on the variation laws of drilling parameters,such as drilling pressure and drilling torque,affected by the characteristics of prefabricated cracks,and clarifies the degradation mechanism of rock equivalent compressive strength.Additionally,an identification model for the characteristic parameters of rock mass structural planes during drilling is established.The test results indicate that the average difference of the characteristics of prefabricated cracks identified by the equivalent compressive strength is 2.45°and 0.82 mm,respectively.The identification model while drilling is verified to be correct due to the high identification accuracy.Based on this,a method for testing the characteristic parameters of the surrounding rock structural plane while drilling is proposed.The research offers a theoretical and methodological foundation for precise in situ identification of structural planes of the surrounding rock in underground engineering. 展开更多
关键词 Structural planes in the rock mass Digital drilling drilling parameters Equivalent compressive strength Testing method
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Confined compressive strength model of rock for drilling optimization 被引量:1
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作者 Xiangchao Shi Yingfeng Meng +2 位作者 Gao Li a Jiaxue Li Zuwen Tao Shandong Wei 《Petroleum》 2015年第1期40-45,共6页
The confined compressive strength(CCS)plays a vital role in drilling optimization.On the basis of Jizba's experimental results,a new CCS model considering the effects of the porosity and nonlinear characteristics ... The confined compressive strength(CCS)plays a vital role in drilling optimization.On the basis of Jizba's experimental results,a new CCS model considering the effects of the porosity and nonlinear characteristics with increasing confining pressure has been developed.Because the confining pressure plays a fundamental role in determining the CCS of bottom-hole rock and because the theory of Terzaghi's effective stress principle is founded upon soil mechanics,which is not suitable for calculating the confining pressure in rock mechanics,the double effective stress theory,which treats the porosity as a weighting factor of the formation pore pressure,is adopted in this study.The new CCS model combined with the mechanical specific energy equation is employed to optimize the drilling parameters in two practical wells located in Sichuan basin,China,and the calculated results show that they can be used to identify the inefficient drilling situations of underbalanced drilling(UBD)and overbalanced drilling(OBD). 展开更多
关键词 Confined compressive strength drilling optimization Rate of penetration Mechanical specific energy
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消炎止痛膏联合钻孔减压自体髂骨松质骨打压植骨治疗早期股骨头坏死的效果观察 被引量:2
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作者 焦成 厉娜 +4 位作者 冯志杰 张吉龙 李宝明 马靖华 杨佐明 《临床和实验医学杂志》 2023年第8期843-846,共4页
目的分析消炎止痛膏联合钻孔减压自体髂骨松质骨打压植骨治疗早期股骨头坏死的效果。方法前瞻性选取2019年1月至2020年12月唐山市第二医院收治的86例早期股骨头坏死患者作为研究对象。按随机数字表法分为两组,每组各43例。对照组采用钻... 目的分析消炎止痛膏联合钻孔减压自体髂骨松质骨打压植骨治疗早期股骨头坏死的效果。方法前瞻性选取2019年1月至2020年12月唐山市第二医院收治的86例早期股骨头坏死患者作为研究对象。按随机数字表法分为两组,每组各43例。对照组采用钻孔减压自体髂骨松质骨打压植骨治疗,观察组采用消炎止痛膏联合钻孔减压自体髂骨松质骨打压植骨治疗。观察并比较两组股骨头坏死的治疗效果、治疗前后Harris髋关节功能评分、血浆中枢神经特异性蛋白S-100B及神经元特异性烯醇化酶(NSE)水平及不良反应发生情况,并进行统计学分析。结果治疗后3、6、12个月,两组Harris髋关节功能评分均较治疗前显著升高,且观察组治疗后的Harris髋关节功能评分分别为(77.23±7.65)、(83.84±6.69)、(86.71±6.15)分,均高于对照组[(72.91±8.12)、(79.31±6.25)、(83.22±6.33)分],差异均有统计意义(P<0.05)。治疗后4、8、12周,两组血浆S-100B及NSE水平均较治疗前降低,且观察组治疗后血浆S-100B分别为(75.21±6.66)、(72.85±6.05)、(70.55±5.93)ng/mL,NSE水平分别为(15.41±3.96)、(13.73±3.31)、(12.35±2.87)ng/mL,显著低于对照组[S-100B:(78.94±7.11)、(76.33±6.31)、(74.44±6.22)ng/mL;NSE:(17.19±4.13)、(15.86±3.97)、(14.03±3.61)ng/mL],差异均有统计意义(P<0.05)。观察组总有效率为95.34%,明显高于对照组(65.12%),差异有统计学意义(P<0.05)。两组均无明显不良反应,或不良反应耐受。结论消炎止痛膏联合钻孔减压自体髂骨松质骨打压植骨有利于改善早期股骨头坏死患者神经系统功能及髋关节功能,值得临床予以推广应用。 展开更多
关键词 股骨头坏死 消炎止痛膏 钻孔减压自体髂骨松质骨打压植骨 中枢神经特异性蛋白 神经元特异性烯醇化酶
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基于正交试验的钻井固废混凝土配合比与微观结构分析
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作者 张云峰 赵轶 +3 位作者 滕振超 李双辰 杜展祥 张佳睿 《当代化工》 CAS 2023年第8期1907-1913,1918,共8页
钻井固废混凝土,是一种将经过无害化处理的钻井固废与水泥等惰性固化基材混合制成混凝土产品。对钻井固废混凝土开展实验研究,可以提供可靠的实验依据和理论基础,同时也可以在钻井固废物处理方面提出新的解决办法。采用3因素5水平正交... 钻井固废混凝土,是一种将经过无害化处理的钻井固废与水泥等惰性固化基材混合制成混凝土产品。对钻井固废混凝土开展实验研究,可以提供可靠的实验依据和理论基础,同时也可以在钻井固废物处理方面提出新的解决办法。采用3因素5水平正交试验方法,研究水灰比、砂率及钻井固废掺量对钻井固废混凝土抗压强度的影响。结果表明:水灰比和钻井固废掺量对钻井固废混凝土抗压强度的影响较为显著,砂率对钻井固废混凝土抗压强度影响较小;钻井固废混凝土最优配合比为水灰比0.50、砂率50%、钻井固废掺量5.0%。对钻井固废混凝土进行SEM微观分析发现,钻井固废的掺入会影响水泥水化反应的进行,这是导致混凝土强度下降的主要原因。 展开更多
关键词 钻井固废 正交试验 抗压强度 水灰比 微观结构
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致密砂岩地层气体钻井井眼稳定性试验研究 被引量:3
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作者 张文 刘向君 +1 位作者 梁利喜 熊健 《石油钻探技术》 CAS CSCD 北大核心 2023年第2期37-45,共9页
为明确气体钻井过程中致密砂岩地层井壁失稳的机理,基于能量耗散原理,利用三轴压缩试验,研究了气体钻井中致密砂岩地层井壁失稳的机理。通过分析三轴压缩试验结果得知:砂岩的能量演化可分为弹性能稳定聚集阶段、耗散能缓慢聚集阶段、弹... 为明确气体钻井过程中致密砂岩地层井壁失稳的机理,基于能量耗散原理,利用三轴压缩试验,研究了气体钻井中致密砂岩地层井壁失稳的机理。通过分析三轴压缩试验结果得知:砂岩的能量演化可分为弹性能稳定聚集阶段、耗散能缓慢聚集阶段、弹性能释放且耗散能快速聚集阶段;随着围压降低,破坏砂岩结构所需耗散能峰值极限呈指数下降,而弹性储能峰值极限呈线性下降。随着加载速率增大,破坏砂岩结构所需耗散能先减小后增大,存在临界加载速率;砂岩耗散能转化速率与围压和加载速率呈正相关,较高的砂岩耗散能转化速率引起黏聚力弱化、摩擦强化。气体钻井速度过快将引起井壁失稳区域增大,而且在钻遇高压地层时更严重,因此,适当地降低钻井速度,给予地层充分泄压时间,有利于气体钻井过程中保持井壁的稳定性。研究结果对于优化气体钻井速度具有重要作用。 展开更多
关键词 致密砂岩 能量耗散 井壁失稳 气体钻井 三轴压缩试验
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