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裸眼临时弃置井水泥塞-地层界面剥离数值模拟 被引量:3
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作者 蒋记伟 李军 +2 位作者 柳贡慧 杨宏伟 连威 《石油机械》 北大核心 2020年第8期90-96,共7页
地层流体沿水泥塞-地层界面运移并泄漏至地面会影响裸眼临时弃置井井筒密封完整性。为此,建立基于Cohesive单元方法的水泥塞-地层系统三维有限元模型,模拟水泥塞-地层界面裂缝的萌生及扩展过程,并与现有微环隙计算模型进行对比以验证模... 地层流体沿水泥塞-地层界面运移并泄漏至地面会影响裸眼临时弃置井井筒密封完整性。为此,建立基于Cohesive单元方法的水泥塞-地层系统三维有限元模型,模拟水泥塞-地层界面裂缝的萌生及扩展过程,并与现有微环隙计算模型进行对比以验证模型的可靠性。定量分析了水泥塞-地层界面剥离过程中裂缝发展形态、裂缝扩展压力和裂缝剥离高度的变化,并对水泥塞力学参数、界面胶结强度及水平地应力差进行了敏感性研究。研究结果表明:较大的界面胶结强度和较高的水泥塞弹性模量有益于增大水泥塞-地层界面裂缝扩展压力,降低裂缝剥离高度,减小界面剥离失效的风险;在非均匀水平地应力条件下,地应力差越大,界面越容易剥离;水泥塞泊松比对裂缝扩展压力及剥离高度影响较小。研究结果为预测水泥塞-地层界面剥离导致的裸眼临时弃置井井筒密封完整性失效提供了有效方法。 展开更多
关键词 水泥塞 地层界面 Cohesive单元方法 裂缝剥离高度 裂缝扩展压力 密封完整性
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由非完整压裂曲线解释地应力的方法
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作者 赵海峰 石俊 +2 位作者 任鹏 车航 刘国华 《大庆石油地质与开发》 CAS CSCD 北大核心 2015年第3期87-90,共4页
水力压裂的地破试验是测量深部原位地应力的有效方法,从完整地破试验曲线可以解释出地应力,但现场地破试验大多得到非完整地破试验曲线,无法从中解释出地应力。利用弹性力学方法,提出了裂缝扩展压力与两个水平主应力的关系,结合裂缝起... 水力压裂的地破试验是测量深部原位地应力的有效方法,从完整地破试验曲线可以解释出地应力,但现场地破试验大多得到非完整地破试验曲线,无法从中解释出地应力。利用弹性力学方法,提出了裂缝扩展压力与两个水平主应力的关系,结合裂缝起裂压力与两个水平主应力的关系进行地应力解释。琼002井4 340 m处地应力解释结果表明:由非完整压裂曲线解释地应力方法与传统解释方法得到的最大地应力相差0.53%,最小地应力相差0.15%。由非完整压裂曲线解释地应力的方法具有可靠性与准确性。 展开更多
关键词 岩石力学 水力压裂 地应力 裂缝扩展压力 裂缝起裂压力
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水平井压裂过程中水泥环界面窜流模拟分析 被引量:1
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作者 陈祝兴 李托 +3 位作者 付海峰 翁定为 马泽元 李军 《石油机械》 北大核心 2023年第9期87-93,共7页
现有研究不仅未定量分析水平井分段压裂过程中压裂液侵入水泥环界面的窜流长度,而且也未考虑压裂液流速等因素对界面脱黏的影响。为此,基于Cohesive单元方法,建立水泥环界面窜流模型,模拟压裂液侵入水泥环界面造成的窜流现象,对比水泥环... 现有研究不仅未定量分析水平井分段压裂过程中压裂液侵入水泥环界面的窜流长度,而且也未考虑压裂液流速等因素对界面脱黏的影响。为此,基于Cohesive单元方法,建立水泥环界面窜流模型,模拟压裂液侵入水泥环界面造成的窜流现象,对比水泥环-地层界面和水泥环-套管界面发生窜流的难易程度,研究水泥环弹性模量、泊松比及压裂液流速等因素对窜流长度的影响,并结合油田实例进行分析。分析结果表明:水泥环-地层界面更容易发生窜流;增大水泥环弹性模量有利于降低界面窜流的风险,水泥环泊松比对界面窜流的影响不大;在压裂施工的过程中若检测到窜流的发生,在保证压裂正常进行的同时,可以适当减小施工排量来降低窜流的风险。所得结论可为现场施工提供借鉴。 展开更多
关键词 水力压裂 水泥环界面 窜流模型 裂缝破裂压力 裂缝扩展压力 敏感性分析
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Crack propagation and hydraulic fracturing in different lithologies 被引量:5
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作者 Hou Zhen-Kun Cheng Han-Lie +3 位作者 Sun Shu-Wei Chen Jun Qi Dian-Qing Liu Zhi-Bo 《Applied Geophysics》 SCIE CSCD 2019年第2期243-251,255,共10页
We simulated hydraulic fracturing in different lithologic rocks in the horizontal drilling by using the true physical model experiment and large rock specimens, carried out the real-time dynamic monitoring with adding... We simulated hydraulic fracturing in different lithologic rocks in the horizontal drilling by using the true physical model experiment and large rock specimens, carried out the real-time dynamic monitoring with adding tracer and then did post-fracturing cutting and so on. Based on this monitoring results, we compared and assessed the factors affecting expansion in shale, shell limestone, and tight sandstone and the fracture expansion in these rocks. In shale, the reformed reservoir volume is the highest, fracture network is formed in the process of fracturing. In tight sandstone, the fracture surface boundaries are curved, and the fracture surface area accounts for 25–50% of the entire specimen. In shell limestone, the complexity of the fracture morphology is between shale and tight sandstone, but no fracture network is developed. Brittleness controls the fracture surface area. In highly brittle rocks, the fracture surface area is high. Fracture toughness mainly affects the initiation and propagation of cracks. A fracture network is formed only if bedding planes are present and are more weaker than their corresponding matrix. The horizontal in situ deviatoric stress affects the crack propagation direction, and different lithologies have different horizontal in situ deviatoric stress thresholds. Low f luid injection rate facilitates the formation of complex cracks, whereas high fluid injection rate favors the development of fractures. Fluid injection weakly controls the complexity of hydraulic fracturing in low-brittleness rocks, whereas lowviscosity fracturing fluids favor the formation of complex cracks owing to easy enter microcracks and micro-pore. Displacement has a greater impact on high brittle rocks than low brittle rocks. 展开更多
关键词 SHALE LIMESTONE sandstone:hydraulic fracturing crack propagation rock mechanics
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Numerical simulation of hydraulic fracture propagation in weakly consolidated sandstone reservoirs 被引量:8
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作者 LIN Hai DENG Jin-gen +3 位作者 LIU Wei XIE Tao XU Jie LIU Hai-long 《Journal of Central South University》 SCIE EI CAS CSCD 2018年第12期2944-2952,共9页
Frac-packing technology has been introduced to improve the development effect of weakly consolidated sandstone.It has double effects on increasing production and sand control.However,determining operation parameters o... Frac-packing technology has been introduced to improve the development effect of weakly consolidated sandstone.It has double effects on increasing production and sand control.However,determining operation parameters of frac-packing is the key factor due to the particularity of weakly consolidated sandstone.In order to study the mechanisms of hydraulic fracture propagation and reveal the effect of fracturing parameters on fracture morphology in weakly consolidated sandstone,finite element numerical model of fluid-solid coupling is established to carry out numerical simulation to analyze influences of mechanical characteristics,formation permeability,fracturing fluid injection rate and viscosity on fracture propagation.The result shows that lower elastic modulus is favorable for inducing short and wide fractures and controls the fracture length while Poisson ratio has almost no effect.Large injection rate and high viscosity of fracturing fluid are advantageous to fracture initiation and propagation.Suitable fractures are produced when the injection rate is approximate to3–4m3/min and fluid viscosity is over100mPa?s.The leak-off of fracturing fluid to formation is rising with the increase of formation permeability,which is adverse to fracture propagation.The work provides theoretical reference to determine the construction parameters for the frac-packing design in weakly consolidated reservoirs. 展开更多
关键词 weakly-consolidated sandstone frac-packing hydraulic fracture fracture propagation numerical simulation
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