Insights into in-situ imbibition behavior of fracturing fluid in propped shale fractures based on nuclear magnetic resonance:A case study from Longmaxi Formation shale,Sichuan Basin,China

Shale gas is an important component of unconventional oil and gas resources.Studying the imbibition behavior is helpful to optimize flowback parameters and enhance gas recovery.Recent imbibition studies have focused on shale matrix,and the pressure conditions discussed were mostly atmospheric.The initial imbibition behavior begins from propped fractures to matrix,but there are few studies working on explaining the imbibition behavior in propped fractures or the phenomenon of many shale wells exhibit higher productivity after a“soaking”period.Therefore,propped fracture samples were designed for imbibition and migration experiments.In order to accurately study the mechanism and main influencing factors of fracturing fluid imbibition and migration in propped and unpropped shale fractures under high temperature and high pressure,a series of experiments based on nuclear magnetic resonance(NMR)were carried out.Results showed that NMR T_(2) spectra of all samples exhibited a bimodal distribution.The final imbibition volume of fracturing fluid was positively related to pressure and fracture width.The imbibition effect of fracturing fluid was more evident in matrix pores under high pressure.In the migration during soaking stage,the fracturing fluid gradually migrated from large pores to small pores and gradually displaced the shale gas from the matrix,thus allowing the water blocking in propped fractures to self-unlock to some extent.Gas permeability decreased in the imbibition stage,while it recovered in the migration stage to some extent.

Influence of disturbance degree on the propped excavation stability in sandy soil in Shenyang,China

The stability of deep excavation is often investigated through numerical simulation.However,most constitutive models cannot take into account the influence of disturbance on soil response,especially for excavations in sandy soils.In this study,the conventional Dun-can–Chang constitutive model is modified based on the data obtained from a series of triaxial consolidated drained tests on medium coarse sand with different relative densities,where all input parameters in the model are correlated with the changes in relative density due to disturbance.The modified hyperbolic model is then implemented in the general-purpose finite element code,ABAQUS.The effi-ciency of the proposed constitutive mode is demonstrated by comparing with the experimental data.Furthermore,a case study of a large-scale propped excavation for a subway station in Shenyang is analyzed through numerical calculations with the conventional Mohr–Cou-lomb model and the proposed hyperbolic model,and theoretical derivations based on the current technical code in China.It is found that the proposed approach can provide reasonable estimations compared with field measurements with a maximum error of 28%for max-imum horizontal displacement of the solider pile and of 8%for maximum ground surface settlement,whereas the other techniques over-estimate the behaviour of deep excavation significantly by more than 90%.

Numerical modeling on strain energy evolution in rock system interaction with energy-absorbing prop and rock bolt

The interaction mechanism between coal and rock masses with supporting materials is significant in roadway control, especially in deep underground mining situations where dynamic hazards frequently happened due to high geo-stress and strong disturbed effects. This paper is to investigate the strain energy evolution in the interaction between coal and rock masses with self-designed energy-absorbing props and rock bolts by numerical modeling with the finite difference method. The interaction between rock and rock bolt/prop is accomplished by the cables element and the interface between the inner and outer props. Roadway excavation and coal extraction conditions in deep mining are numerically employed to investigate deformation, plastic zone ranges, strain energy input, accumulation, dissipation,and release. The effect on strain energy input, accumulation, dissipation, and release with rock deformation, and the plastic zone is addressed. A ratio of strain energy accumulation, dissipation, and release with energy input a, β, γ is to assess the dynamic hazards. The effects on roadway excavation and coal extraction steps of a, β, γ are discussed. The results show that:(1) In deep high geo-stress roadways, the energyabsorbing support system plays a dual role in resisting deformation and reducing the scope of plastic zones in surrounding rock, as well as absorbing energy release in the surrounding rock, especially in the coal extraction state to mitigate disturbed effects.(2) The strain energy input, accumulation is dependent on roadway deformation, the strain energy dissipation is relied on plastic zone area and disturbed effects, and strain energy release density is the difference among the three. The function of energyabsorbing rock bolts and props play a key role to mitigate strain energy release density and amount, especially in coal extraction condition, with a peak density value from 4×10^(4) to 1×10^(4)J/m^(3), and amount value from 3.57×10^(8) to 1.90×10^(6)J.(3) When mining is advanced in small steps, the strain energy accumulation is dominated. While in a large step, the released energy is dominant, thus a more dynamic hazards proneness. The energy-absorbing rock bolt and prop can reduce three times strain energy release amount, thus reducing the dynamic hazards. The results suggest that energy-absorbing props and rock bolts can effectively reduce the strain energy in the coal and rock masses, and prevent rock bursts and other hazards.The numerical model developed in this study can also be used to optimize the design of energyabsorbing props and rock bolts for specific mining conditions.

Determination of the load bearing capacity of pre-stressed expandable props for ground support in underground mines

This paper aims to determine the load bearing capacity of pre-stressed expandable props with different geometries and load eccentricities for flexible support in underground mining or excavation.It is deduced that the expandable device could have much higher strength(>89 MPa)by laboratory tests,and the load bearing capacity of the expandable prop may depend on the stability of the supporting steel pipe structure.A good agreement was found between the laboratory test and numerical results in terms of the load bearing capacity and the final macro-bending failure pattern for expandable props with heights of 1.5 and 2.7 m,and the theoretical calculation for the strength of traditional steel structures is not directly suitable for the expandable props.Moreover,additional numerical simulations were performed for the expandable props with different normalized slenderness ratiosλ_(n)and loading eccentric distances e.The variation of stability coefficient of the expandable prop is in line with the Perry-Robertson equation and its correlation coefficients are fitted as a of 0.979 and b of 0.314.For estimating the load bearing capacity of the expandable props,the strength equation for traditional steel structures is improved by introducing a bending magnification factor and by modifying the normalized slenderness ratio to a converted slenderness ratio.Based on the underground field monitoring for the strength of expandable props with different heights,the empirical eccentric distances were back calculated,and a safety factor is introduced to obtain the designed strength of the expandable prop.In addition,a four-step design procedure is proposed for the expandable prop.

An optimization model for conductivity of hydraulic fracture networks in the Longmaxi shale,Sichuan basin,Southwest China

Shale gas is an important unconventional resource.The economic recovery of shale gas is only possible when a fracture network with sufficient conductivity is created by hydraulic fracturing,that,if effectively propped,connects fracturing fractures and natural fractures.Focusing on the Longmaxi shale in the Sichuan Basin,Southwest China,we built an optimization model for conductivity of multi-grade fractures based on equivalent seepage theory.We then experimentally analyzed the conductivity of self-propped and sand-propped fractures,and optimized the propping patterns of multi-grade hydraulic fractures in shale gas reservoirs.We concluded that the propping effectiveness of fracture networks could be improved by using low concentrations of small-sized sands and by focusing on creating a large number of self-propped fractures.By applying this understanding to the optimization of fracturing designs for the Longmaxi shale,we successfully created networks of well-propped fractures.

MC4R和PROP1基因多态性及合并基因型与中国美利奴羊生长性状的关联分析

为了探讨MC4R和PROP1基因作为绵羊生长性状候选基因的可能性,寻找与绵羊生长性状相关的分子标记。本研究采用PCR-SSCP方法检测中国美利奴羊和德国美利奴羊MC4R和PROP1基因的多态性,分析了多态位点不同基因型及合并基因型与中国美利奴羊生长性状的关联性。结果表明:MC4R基因MC4R-3位点存在G894C突变,MC4R-4位点3′侧翼区存在A1223G、G1229A和T1307G3个突变位点;PROP1基因在外显子3上存在A2660G突变,导致Thr181Ala改变。关联分析表明,在中国美利奴羊群体中,MC4R-4位点不同基因型个体体斜长和腰角宽差异显著(P<0.05),优良基因型为BB;PROP1基因不同基因型个体尻宽和胸围差异显著(P<0.05),优良基因型为BB;PROP1-MC4R-4优良基因型聚合体BB-BB个体体斜长高于其它合并基因型个体(P<0.05)。结果提示绵羊MC4R和PROP1基因单核苷酸多态性及合并基因型对中国美利奴羊生长性状有一定的影响,可以作为进行绵羊生长性状分子标记辅助选择的候选基因。

中国美利奴羊PROP1和PRLR基因的表达分析

本研究旨在探讨PROP1和PRLR基因在绵羊不同组织中的表达差异及其发育变化规律。利用荧光实时定量PCR技术分析了PROP1和PRLR基因在中国美利奴成年母羊13种组织中的表达谱信息,并检测了垂体组织中PROP1基因和垂体、卵巢、睾丸和皮肤组织中PRLR基因在0、7、14、30、60和90日龄时表达水平的发育变化。结果表明:PROP1基因仅在绵羊垂体组织中表达;而PRLR基因在绵羊各种组织中广泛表达,且在子宫和下丘脑组织中的表达量高于其它组织(P<0.01)。垂体组织中的PROP1基因表达量较低,在7日龄高于30(P<0.01)、14和60日龄(P<0.05)。垂体组织中PRLR基因表达量在30日龄时最高,之后急剧下降,各日龄间无差异(P>0.05);在卵巢组织中从7日龄起呈先下降后上升的趋势,90日龄高于0(P<0.01)、14和30日龄(P<0.05);在睾丸组织中总体呈上升趋势;在皮肤组织中呈现为生长前期高于后期的趋势(P<0.01)。绵羊PROP1和PRLR基因表达存在明显的组织表达差异和发育变化差异;PROP1和PRLR基因的表达可能对绵羊繁殖等性状的发育有一定的调节作用。

硫代磷酸反义寡核苷酸prop5对流感病毒进入细胞的抑制作用

目的研究硫代磷酸反义寡核苷酸prop5对流感病毒感染进入细胞的影响。方法采用流感病毒感染A549细胞模型,设立随机序列(prop5R)和正义序列(prop5S)作为阴性对照,收集细胞培养液,采用实时荧光定量PCR检测病毒RNA拷贝数,评价反义寡核苷酸对病毒吸附和进入的影响;进一步通过血凝抑制实验检测prop5对流感病毒吸附细胞的影响,溶血抑制实验检测prop5对流感病毒进入细胞的影响。结果 prop5能够抑制流感病毒A/Jingfang/1/86(H1N1)感染A549细胞,对流感病毒吸附细胞过程没有影响,prop5能够抑制A/Jingfang/1/86(H1N1)、A/Lufang/9/93(H3N2)、A/FM/1/47(H1N1)和A/PR/8/34(H1N1)介导的膜融合。结论 prop5能抑制流感病毒进入细胞,这种额外的活性增强了prop5的抗病毒能力。

反义寡核苷酸prop5在A549细胞内具有抗流感病毒活性

目的:研究硫代反义寡核苷酸prop5在细胞水平的抗流感活性及其作用机制。方法:cy3标记prop5用于考查人肺腺癌细胞A549对硫代反义寡核酸的摄取;利用实时荧光定量PCR检测流感病毒RNA拷贝数,Western印迹检测prop5对PDCD5蛋白表达和caspase-3蛋白剪切的抑制;利用间接免疫荧光和Western印迹检测prop5对病毒核糖核蛋白复合体(RNP)出核的影响;利用TUNEL检测prop5对流感病毒引起细胞凋亡的抑制作用。结果:流感病毒感染促进A549细胞摄取prop5;prop5下调感染病毒的A549细胞中PDCD5蛋白的表达,并能抑制流感病毒的复制;prop5抑制流感病毒引起的A549细胞的凋亡;prop5抑制病毒RNP出核。结论:prop5在细胞水平具有抗流感病毒活性,其作用机制可能同抑制RNP出核有关;本研究为进一步探讨宿主-病毒相互作用和抗流感药物开发奠定了基础。

PROP1与联合垂体激素缺乏症

垂体特异性转录因子祖先蛋白(PROP l),是成对同源转录因子,在垂体腺中呈特异性表达,参与早期胚胎垂体的发育,因此,PROP1基因对于垂体前叶的发育是必需的。PROP1启动胚胎期垂体特异性转录因子(PIT-1)的起始表达并维持个体出生后的持续表达,且可直接促使PIT-1细胞系的前体分化为促性腺细胞系。其基因突变可使人、鼠患有联合垂体激素缺乏症(CPHD),表现为生长激素(GH)、促乳素(PRL)、促甲状腺素(TSH)以及促黄体激素(LH)、促卵泡激素(FSH)或促肾上腺皮质激素(ACTH)缺乏,垂体核磁共振成像显示垂体萎缩。在其它哺乳动物中PROP1突变也会引起垂体和性腺激素异常。就PROP1基因的结构与功能,以及与CPHD间的关系作一综述。

PROPS:一个实用的智能CAD系统辅助工具

将智能系统与已有(传统)CAD系统相结合,从而使CAD系统智能化,是当前实现智能CAD系统的一条迅速、有效的途径。本文介绍我们设计并实现的智能CAD系统辅助工具PROPS,该系统能将用户编写的智能系统程序编译为容易与已有CAD系统(代码)相结合的C语言代码,并向用户提供丰富的接口命令以调试智能系统、跟踪推理过程,是一个实用的智能CAD系统辅助工具。

小型猪与梅山猪Prop1基因的比较分析

Prop1是一种新发现的参与早期胚胎垂体发育的特异性转录因子。在人和动物均已发现由于该基因突变而引起的综合性垂体功能障碍,进而影响生长和繁殖。小型猪与梅山猪比较,其繁殖力和生长性能差异显著,为了了解这些差异的遗传基础,本试验对五指山猪、藏猪和版纳猪3种小型猪的Prop1基因进行克隆测序,并与已知梅山猪的序列进行对比,结果为:五指山猪与藏猪外显子1第69位发生G-A碱基替换,编码同义氨基酸;藏猪外显子2第115位发生A-G碱基替换,编码终止密码子;藏猪与版纳猪外显子3第466位和第631位均发生C-T碱基替换,第466位藏猪编码同义氨基酸;第631位版纳猪编码丝氨酸(TCC),梅山猪编码脯氨酸(CCC),即2种猪的Prop1基因产物不同。在Prop1基因终止密码下游250左右有一个腺苷酸丰富区,五指山猪与藏猪有15个腺苷酸串联,版纳猪有12个。上述结果为进一步研究大猪和小型猪之间生产性能差异的遗传基础提供了新线索。

小型猪与梅山猪Prop1基因的比较分析

Prop1是一种新发现的参与早期胚胎垂体发育的特异性转录因子。在人和动物均已发现由于该基因突变而引起的综合性垂体功能障碍,进而影响生长和繁殖。小型猪与梅山猪比较,其繁殖力和生长性能差异显著,为了了解这些差异的遗传基础,本试验对五指山猪、藏猪和版纳猪三种小型猪的Prop1基因进行克隆测序,并与已知梅山猪的序列进行对比,结果为:五指山猪与藏猪外显子1第69位发生G-A碱基替换,编码同义氨基酸;藏猪外显子2第115位发生A-G碱基替换,编码终止密码子;藏猪与版纳猪外显子3第466位和第631位均发生C-T碱基替换,第466位藏猪编码同义氨基酸;第631位版纳猪编码丝氨酸(TCC),梅山猪编码脯氨酸(CCC),即两种猪的Prop1基因产物不同。在Prop1基因终止密码下游250左右有一个腺苷酸丰富区,五指山猪与藏猪有15个腺苷酸串联,版纳猪有12个。上述结果为进一步研究大猪和小型猪之间生产性能差异的遗传基础提供了新线索。

Prevention and forecasting of rock burst hazards in coal mines

Rock bursts signify extreme behavior in coal mine strata and severely threaten the safety of the lives of miners, as well as the effectiveness and productivity of miners. In our study, an elastic-plastic-brittle model for the deformation and failure of coal/rock was established through theoretical analyses, laboratory experiments and field testing, simulation and other means, which perfectly predict sudden and delayed rock bursts. Based on electromagnetic emission (EME), acoustic emission (AE) and microseism (MS) effects in the process from deformation until impact rupture of coal-rock combination samples, a multi-parameter identification of premonitory technology was formed, largely depending on these three forms of emission. Thus a system of classification for forecasting rock bursts in space and time was established. We have presented the intensity weakening theory for rock bursts and a strong-soft-strong (3S) structural model for controlling the impact on rock surrounding roadways, with the objective of laying a theoretical foundation and establishing references for parameters for the weakening control of rock bursts. For the purpose of prevention, key technical parameters of directional hydraulic fracturing are revealed. Based on these results, as well as those from deep-hole controlled blasting in coal seams and rock, integrated control techniques were established and anti-impact hydraulic props, suitable for roadways subject to hazards from rockbursts have also been developed. These technologies have been widely used in most coal mines in China, subject to these hazards and have achieved remarkable economic and social benefits.

Role of Rare Earth in Low Sulphur Nb-Ti-Bearing Steel

The effect of rare earth on the microstructures, mechanical properties and inclu sions in low sulphur Nb-Ti-bearing steel were investigated. It is shown that t h e transverse yield point, the traverse tensile strength and elongation of testin g steels decrease initially and then rise with increasing content of rare earth. The impact energy values of the testing steels exhibit a contrary trend. Proper amount of rare earth in the steels can improve the anisotropy of impact toughne ss above -20 ℃ and it does not affect the type of microstructures which ar e st ill composed of ferrites and pearlites, but the pearlite amount increases. On one hand, rare earth cleans the molten steel and reduces the amount of inclusions; on the other hand, rare earth makes the inclusions spheroidizd, refi ned and dispersed, and thus improves the distribution of inclusions.

Analysis and application in controlling surrounding rock of support reinforced roadway in gob-side entry with fully mechanized mining

In order to optimize gob-side entry in fully-mechanized working face in moderate-thick-coal seams, we adopt a new attempt to pack roadside by pumping ordinary concrete, which is very important for the development of gob-side entry technology. The concrete has a long initial setting time and a low initial strength. So it is difficult to control the surrounding rock. In this paper, we analyze the effect of using roadside cable to reinforce supporting in gob-side entry surrounding rock controlling based on elas-tic-plastic and material mechanics knowledge. And then we propose a scheme that cable is used to reinforce roadside supporting and a single hydraulic prop is used as the temporary supporting in gob side. Using the numerical simulation software FLAC2D, we numerically simulated supporting scheme. Results of both the 2D modeling and the industrial test on No.3117 face in Jingang Mine prove that the scheme is feasible. The results show that the technology of protecting the roadway in gob-entry retained efficiently make up the deficiency of roadside packing with ordinary concrete, effectively control the roof strata and acquire a good result of retaining roadway.

Correlation between microstructure and mechanical properties of columnar crystals in the directionally solidified Mg-Gd-Y-Er alloy

The Mg-4.58Gd-0.45Y-0.01 Er alloys with different volume fractions of columnar crystals in hard orientation(orientation factor ofbasal plane slip system is less than 0.2)were prepared by changing the pulling rate to regulate the crystal growth orientation.Tensile tests were performed on the Mg-4.58Gd-0.45Y-0.01 Er alloy at room temperature,and the structure after deformation was investigated by electron backscatter diffraction(EBSD).Subsequently,the strengthening mechanism of columnar crystals in hard orientation was explored.The results show if orientation factors ofbasal plane slip system of columnar crystals are all greater than 0.4(soft orientation),the alloy has low yield strength σ_(s)(64 MPa),but great work hardening ability,and ultimate tensile strength σ_(b) and elongationδare 114 MPa and 37.3%,respectively.If orientation factors ofbasal plane slip system of columnar crystals are all less than 0.2(hard orientation),the alloy has high strength(σ_(s),125 MPa),but poor plasticity(δ,6.32%).If the"hard orientation"and the"soft orientation"columnar crystals are arranged alternately along the direction perpendicular to the crystal growth,the alloy has both superior strength(σ_(s),102 MPa)and excellent plasticity(δ,22.5%)at room temperature.The improved comprehensive mechanical property can be attributed to two factors.On the one hand,the"hard orientation"columnar crystals can prevent the"soft orientation"crystals deforming,so the strength is improved.On the other hand,the"hard orientation"columnar crystals themselves can withstand a certain amount of deformation to retain appropriate plasticity.

Study on new technique of rapidly following curtain filling

The present problem of mining of narrow and gentle dip vein was analyzed. A new technique of rapidly following curtain filling was put forward. The results show that the new technique is feasible, has the characteristic to make the whole curtain wall filter, makes relative density of the filling tailings slurry reach saturation of 78.0% 80.0% in 25 min, and keeps the roof of mined out space stable in 60 min. The new technique of the rapidly following curtain filling has solved the difficult problem of the filling body filtering slowly and promptly controlling underground pressure, which cannot be solved in traditional ways.

项目管理利器-PROPS项目管理模型

PROPS是The Project for Project Steering （指导项目运作的项目）的首字母缩写。

Application of axiomatic approach to coal mine design field

Two design axioms and axiomatic approach were discussed. As an example of application, design process of a new style single prop was illustrated in term of axi- oms.