Geological characteristics and exploration breakthroughs of coal rock gas in Carboniferous Benxi Formation,Ordos Basin,NW China

To explore the geological characteristics and exploration potential of the Carboniferous Benxi Formation coal rock gas in the Ordos Basin,this paper presents a systematic research on the coal rock distribution,coal rock reservoirs,coal rock quality,and coal rock gas features,resources and enrichment.Coal rock gas is a high-quality resource distinct from coalbed methane,and it has unique features in terms of burial depth,gas source,reservoir,gas content,and carbon isotopic composition.The Benxi Formation coal rocks cover an area of 16×104km^(2),with thicknesses ranging from 2 m to 25 m,primarily consisting of bright and semi-bright coals with primitive structures and low volatile and ash contents,indicating a good coal quality.The medium-to-high rank coal rocks have the total organic carbon(TOC)content ranging from 33.49%to 86.11%,averaging75.16%.They have a high degree of thermal evolution(Roof 1.2%-2.8%),and a high gas-generating capacity.They also have high stable carbon isotopic values(δ13C1of-37.6‰to-16‰;δ13C2of-21.7‰to-14.3‰).Deep coal rocks develop matrix pores such as gas bubble pores,organic pores,and inorganic mineral pores,which,together with cleats and fractures,form good reservoir spaces.The coal rock reservoirs exhibit the porosity of 0.54%-10.67%(averaging 5.42%)and the permeability of(0.001-14.600)×10^(-3)μm^(2)(averaging 2.32×10^(-3)μm^(2)).Vertically,there are five types of coal rock gas accumulation and dissipation combinations,among which the coal rock-mudstone gas accumulation combination and the coal rock-limestone gas accumulation combination are the most important,with good sealing conditions and high peak values of total hydrocarbon in gas logging.A model of coal rock gas accumulation has been constructed,which includes widespread distribution of medium-to-high rank coal rocks continually generating gas,matrix pores and cleats/fractures in coal rocks acting as large-scale reservoir spaces,tight cap rocks providing sealing,source-reservoir integration,and five types of efficient enrichment patterns(lateral pinchout complex,lenses,low-amplitude structures,nose-like structures,and lithologically self-sealing).According to the geological characteristics of coal rock gas,the Benxi Formation is divided into 8 plays,and the estimated coal rock gas resources with a buried depth of more than 2000 m are more than 12.33×10^(12)m^(3).The above understandings guide the deployment of risk exploration.Two wells drilled accordingly obtained an industrial gas flow,driving the further deployment of exploratory and appraisal wells.Substantial breakthroughs have been achieved,with the possible reserves over a trillion cubic meters and the proved reserves over a hundred billion cubic meters,which is of great significance for the reserves increase and efficient development of natural gas in China.

Energy mechanism of bolt supporting effect to fissured rock under static and dynamic loads in deep coal mines

The stability control of fissured rock is difficult,especially under static and dynamic loads in deep coal mines.In this paper,the dynamic mechanical properties,strain rate evolution and energy dissipation of fissured and anchored rocks were respectively obtained by SHPB tests.It was found that bolt can provide supporting efficiency-improving effect for fissured rock against dynamic disturbance,and this effect increased quadratically with decrease in anchoring angles.Then,the energy dissipation mechanism of anchored rock was obtained by slipping model.Furthermore,bolt energy-absorbing mechanism by instantaneous tensile-shear deformation was expressed based on material mechanics,which was the larger the anchoring angle,the smaller the energy absorption,and the less the contribution to supporting efficiency improvement.On this basis,the functional relationship between energy dissipation of anchored rock and energy absorption of bolt was established.Taking the coal-gangue separation system of Longgu coal mine as an example,the optimal anchoring angle can be determined as 57.5°–67.5°.Field monitoring showed fissured rock with the optimal anchoring angle,can not only effectively control the deformation,but also fully exert the energy-absorbing and efficiency-improving effect of bolt itself.This study provides guidance to the stability control and supporting design for deep engineering under the same or similar conditions.

Theory,technology and application of grouted bolting in soft rock roadways of deep coal mines

The grouted bolt,combining rock bolting with grouting techniques,provides an effective solution for controlling the surrounding rock in deep soft rock and fractured roadways.It has been extensively applied in numerous deep mining areas characterized by soft rock roadways,where it has demonstrated remarkable control results.This article systematically explores the evolution of grouted bolting,covering its theoretical foundations,design methods,materials,construction processes,monitoring measures,and methods for assessing its effectiveness.The overview encompassed several key elements,delving into anchoring theory and grouting reinforcement theory.The new principle of high pretensioned high-pressure splitting grouted bolting collaborative active control is introduced.A fresh method for dynamic information design is also highlighted.The discussion touches on both conventional grouting rock bolts and cable bolts,as well as innovative grouted rock bolts and cables characterized by their high pretension,strength,and sealing hole pressure.An examination of the merits and demerits of standard inorganic and organic grouting materials versus the new inorganic–organic composite materials,including their specific application conditions,was conducted.Additionally,the article presents various methods and instruments to assess the support effect of grouting rock bolts,cable bolts,and grouting reinforcement.Furthermore,it provides a foundation for understanding the factors influencing decisions on grouted bolting timing,the sequence of grouting,the pressure applied,the volume of grout used,and the strategic arrangement of grouted rock bolts and cable bolts.The application of the high pretensioned high-pressure splitting grouted bolting collaborative control technology in a typical kilometer-deep soft rock mine in China—the soft coal seam and soft rock roadway in the Kouzidong coal mine,Huainan coal mining area,was introduced.Finally,the existing problems in grouted bolting control technology for deep soft rock roadways are analyzed,and the future development trend of grouted bolting control technology is anticipated.

Differences and identification on multi-time hydrocarbon generation of carboniferous-permian coaly source rocks in the Huanghua Depression,Bohai Bay Basin

Coal is a solid combustible mineral,and coal-bearing strata have important hydrocarbon generation potential and contribute to more than 12%of the global hydrocarbon resources.However,the deposition and hydrocarbon evolution process of ancient coal-bearing strata is characterized by multiple geological times,leading to obvious distinctions in their hydrocarbon generation potential,geological processes,and production,which affect the evaluation and exploration of hydrocarbon resources derived from coaly source rocks worldwide.This study aimed to identify the differences on oil-generated parent macerals and the production of oil generated from different coaly source rocks and through different oil generation processes.Integrating with the analysis of previous tectonic burial history and hydrocarbon generation history,high-temperature and high-pressure thermal simulation experiments,organic geochemistry,and organic petrology were performed on the Carboniferous-Permian(C-P)coaly source rocks in the Huanghua Depression,Bohai Bay Basin.The oil-generated parent macerals of coal's secondary oil generation process(SOGP)were mainly hydrogen-rich collotelinite,collodetrinite,sporinite,and cutinite,while the oil-generated parent macerals of tertiary oil generation process(TOGP)were the remaining small amount of hydrogen-rich collotelinite,sporinite,and cutinite,as well as dispersed soluble organic matter and unexhausted residual hydrocarbons.Compared with coal,the oil-generated parent macerals of coaly shale SOGP were mostly sporinite and cutinite.And part of hydrogen-poor vitrinite,lacking hydrocarbon-rich macerals,and macerals of the TOGP,in addition to some remaining cutinite and a small amount of crude oil and bitumen from SOGP contributed to the oil yield.The results indicated that the changes in oil yield had a good junction between SOGP and TOGP,both coal and coaly shale had higher SOGP aborted oil yield than TOGP starting yield,and coaly shale TOGP peak oil yield was lower than SOGP peak oil yield.There were significant differences in saturated hydrocarbon and aromatic parameters in coal and coaly shale.Coal SOGP was characterized by a lower Ts/Tm and C31-homohopane22S/(22S+22R)and a higher Pr/n C17compared to coal TOGP,while the aromatic parameter methyl dibenzothiophene ratio(MDR)exhibited coaly shale TOGP was higher than coaly shale SOGP than coaly TOGP than coaly SOGP,and coal trimethylnaphthalene ratio(TNR)was lower than coaly shale TNR.Thus,we established oil generation processes and discriminative plates.In this way,we distinguished the differences between oil generation parent maceral,oil generation time,and oil production of coaly source rocks,and therefore,we provided important support for the evaluation,prediction,and exploration of oil resources from global ancient coaly source rocks.

Surrounding Rock Failure Mechanism and Control Technology of Gob-Side Entry with Triangle Coal Pillar at Island Longwall Panel in 15 m Extra-Thick Coal Seams

Taking the return air roadway of Tashan 8204 isolated island working face as the background, the evolution law of the stress field in the surrounding rock of the widened coal pillar area roadway during the mining period of the isolated island working face is obtained through numerical simulation. The hazardous area of strong mine pressure under different coal pillar widths is determined. Through simulation, it is known that when the width of the coal pillar is less than 20 m, there is large bearing capacity on the coal side of the roadway entity. The force on the side of the coal pillar is relatively small. When the width of the coal pillar ranges from 25 m to 45 m, the vertical stress on the roadway and surrounding areas is relatively high. Pressure relief measures need to be taken during mining to reduce surrounding rock stress. When the width of the coal pillar is greater than 45 m, the peak stress of the coal pillar is located in the deep part of the surrounding rock, but it still has a certain impact on the roadway. It is necessary to take pressure relief measures to transfer the stress to a deeper depth to ensure the stability of the triangular coal pillar during the safe mining period of the working face. This provides guidance for ensuring the stability of the triangular coal pillar during the safe mining period of the working face.

Research on the mechanism of rockburst induced by mined coal-rock linkage of sharply inclined coal seams

In recent years,the mining depth of steeply inclined coal seams in the Urumqi mining area has gradually increased.Local deformation of mining coal-rock results in frequent rockbursts.This has become a critical issue that affects the safe mining of deep,steeply inclined coal seams.In this work,we adopt a perspective centered on localized deformation in coal-rock mining and systematically combine theoretical analyses and extensive data mining of voluminous microseismic data.We describe a mechanical model for the urgently inclined mining of both the sandwiched rock pillar and the roof,explaining the mechanical response behavior of key disaster-prone zones within the deep working face,affected by the dynamics of deep mining.By exploring the spatial correlation inherent in extensive microseismic data,we delineate the“time-space”response relationship that governs the dynamic failure of coal-rock during the progression of the sharply inclined working face.The results disclose that(1)the distinctive coal-rock occurrence structure characterized by a“sandwiched rock pillar-B6 roof”constitutes the origin of rockburst in the southern mining area of the Wudong Coal Mine,with both elements presenting different degrees of deformation localization with increasing mining depth.(2)As mining depth increases,the bending deformation and energy accumulation within the rock pillar and roof show nonlinear acceleration.The localized deformation of deep,steeply inclined coal-rock engenders the spatial superposition of squeezing and prying effects in both the strike and dip directions,increasing the energy distribution disparity and stress asymmetry of the“sandwiched rock pillar-B3+6 coal seam-B6 roof”configuration.This makes worse the propensity for frequent dynamic disasters in the working face.(3)The developed high-energy distortion zone“inner-outer”control technology effectively reduces high stress concentration and energy distortion in the surrounding rock.After implementation,the average apparent resistivity in the rock pillar and B6 roof substantially increased by 430%and 300%,respectively,thus guaranteeing the safe and efficient development of steeply inclined coal seams.

Hydrocarbon Generation Characteristics of Coal-measure Source Rocks and their Contribution to Natural Gas:A Case Study of Middle and Lower Jurassic Targets from the Southern Junggar Basin Margin

In order to study the hydrocarbon generation(HCGE)characteristics of coal-bearing basins,the coal-measure source rocks of the Middle Jurassic-Lower Jurassic(MLJ)of the piedmont thrust belt in the southern margin of the Junggar Basin in Northwest China are taken as research objects.More than 60 MLJ samples were collected from outcrops and wells.Total organic carbon(TOC),rock pyrolysis(Rock-Eval),organic petrological,vitrinite reflectance(%Ro),and hydrous pyrolysis were performed to analyze the relevant samples.The pyrolysis gases and liquid products were measured,and then the chemical composition,as well as carbon isotopes of the gases,were analyzed.The results indicate that the MLJ source rocks have the capacity for large-scale gas generation.In addition,for coal-measure source rocks,the heavier the carbon isotope of kerogen(δ^(13)C_(kerogen)),the lower the liquid hydrocarbon and hydrocarbon gas yield,and the easier it is to produce non-hydrocarbon gas.It is worth noting that when theδ^(13)C_(kerogen)in organic matter(OM)is relatively heavier,the fractionation of its products may become weaker in the evolutionary process.The vital contribution of the MLJ source rock to natural gas resources in the study area was further confirmed by comparing it with the Jurassic source gas.

Surrounding Rock Control Technology of Strong Dynamic Pressure Roadway in Hudi Coal Industry

Aiming at the problems of large deformation and difficult maintenance of deep soft rock roadway under the influence of high ground stress and strong dynamic pressure, taking the surrounding rock control of 1105 lane in Hudi Coal Industry as an example, the deformation characteristics and surrounding rock control measures of deep soft rock roadway are analyzed and discussed by means of geological data analysis, roadway deformation monitoring, rock crack drilling and field test. The results show that the main causes of roadway deformation are high ground stress, synclinal tectonic stress, advance mining stress, roadway penetration and surrounding rock fissure development. Based on the deformation characteristics and mechanism of lane 1105, the supporting countermeasures of “roof synergic support, layered grouting, anchor cable beam support, closed hardening of roadway surface” are proposed, which can provide reference for the control of deep roadway surrounding rock under similar conditions.

Prediction of rock fragmentation in a fiery seam of an open-pit coal mine in India

Spontaneous combustion of coal increases the temperature in adjoining overburden strata of coal seams and poses a challenge when loading blastholes.This condition,known as hot-hole blasting,is dangerous due to the increased possibility of premature explosions in loaded blastholes.Thus,it is crucial to load the blastholes with an appropriate amount of explosives within a short period to avoid premature detonation caused by high temperatures of blastholes.Additionally,it will help achieve the desired fragment size.This study tried to ascertain the most influencial variables of mean fragment size and their optimum values adopted for blasting in a fiery seam.Data on blast design,rock mass,and fragmentation of 100 blasts in fiery seams of a coal mine were collected and used to develop mean fragmentation prediction models using soft computational techniques.The coefficient of determination(R^(2)),root mean square error(RMSE),mean absolute error(MAE),mean square error(MSE),variance account for(VAF)and coefficient of efficiency in percentage(CE)were calculated to validate the results.It indicates that the random forest algorithm(RFA)outperforms the artificial neural network(ANN),response surface method(RSM),and decision tree(DT).The values of R^(2),RMSE,MAE,MSE,VAF,and CE for RFA are 0.94,0.034,0.027,0.001,93.58,and 93.01,respectively.Multiple parametric sensitivity analyses(MPSAs)of the input variables showed that the Schmidt hammer rebound number and spacing-to-burden ratio are the most influencial variables for the blast fragment size.The analysis was finally used to define the best blast design variables to achieve optimum fragment size from blasting.The optimum factor values for RFA of S/B,ld/B and ls/ld are 1.03,1.85 and 0.7,respectively.

SLC9A3-AS1调控miR-148a-3p/ROCK1信号轴影响肾癌细胞生物学功能

目的检测lncRNA SLC9A3-AS1在肾透明细胞癌(clear cell renal cell carcinoma,ccRCC)组织与肾癌细胞中的表达水平,探讨其促进肾癌细胞恶性生物学行为的机制。方法应用GEPIA2在线软件(http://gepia2.cancer-pku.cn/)分析TCGA数据库中SLC9A3-AS1在ccRCC组织中的表达水平;采用实时荧光定量聚合酶链反应(qRT-PCR)检测SLC9A3-AS1在不同肾癌细胞系、24例ccRCC组织与癌旁正常肾脏组织中的表达水平;应用细胞增殖/毒性检测试剂盒(cell counting kit-8,CCK-8)和Transwell小室迁移实验检测敲低SLC9A3-AS1表达对肾癌细胞增殖与迁移的影响;应用蛋白质免疫印迹法检测增殖与迁移相关信号通路蛋白的表达水平;采用双荧光素酶报告基因实验验证SLC9A3-AS1与miR-148a-3p/ROCK1轴的靶向调控关系。结果GEPIA2软件分析结果显示,相较正常肾脏组织,SLC9A3-AS1在肾透明细胞癌组织中表达显著上调(P<0.01)。qRT-PCR结果显示,相较癌旁正常肾脏组织,SLC9A3-AS1在24例ccRCC组织中表达显著上调(P<0.01);相较永生化肾小管上皮细胞,SLC9A3-AS1在4种肾癌细胞系中表达均显著上调,以786-O细胞最为显著(P<0.01)。干扰SLC9A3-AS1表达,可显著抑制786-O细胞的增殖与迁移能力,上调E-cadherin的蛋白表达水平,而下调N-cadherin、MMP2的蛋白表达水平(均P<0.05);过表达miR-148a-3p可显著抑制786-O细胞的增殖与迁移能力(P<0.01)。双荧光素酶报告基因检测结果表明,SLC9A3-AS1可特异性结合miR-148a-3p,后者进一步靶向结合ROCK1 mRNA的3′UTR区域;过表达miR-148a-3p可明显下调ROCK1 mRNA的表达水平,敲低miR-148a-3p表达则产生相反的效应;敲低SLC9A3-AS1表达可显著下调786-O细胞中ROCK1 mRNA与蛋白的表达水平(P<0.01);下调miR-148a-3p表达可部分逆转SLC9A3-AS1沉默对786-O细胞增殖与迁移的抑制作用(P<0.05)。结论SLC9A3-AS1在ccRCC中通过调控miR-148a-3p/ROCK1轴发挥促癌作用,有望成为ccRCC的一个新的分子标志物。

贝母素乙调节RhoA/ROCK信号通路对膝骨关节炎大鼠软骨损伤的影响

目的 探讨贝母素乙调节Ras同源基因家族成员A(RhoA)/Rho相关的卷曲螺旋激酶(ROCK)信号通路对膝骨关节炎(knee osteoarthritis, KOA)大鼠软骨损伤的影响。方法 以碘乙酸钠(MIA)法制备KOA大鼠模型,随机分为模型组、贝母素乙(3.5 mg/kg)组、贝母素乙(3.5 mg/kg)+LPA(RhoA激活剂,1 mg/kg)组,每组10只,另选10只大鼠为对照组。机械刺激法和热辐射法检测大鼠膝关节疼痛症状;检测大鼠关节肿胀度、膝关节宽度并以步态评分评测其关节功能;透射电镜检测大鼠膝关节软骨细胞超微结构;TUNEL染色检测大鼠关节软骨细胞凋亡比;酶联免疫吸附(ELISA)法检测大鼠血清和关节液促炎因子白细胞介素(IL)-18、单核细胞趋化蛋白1(MCP-1)水平;免疫印迹检测各组大鼠关节软骨组织凋亡(Cleaved caspase-3、Bax)和RhoA/ROCK通路相关蛋白表达。结果 贝母素乙可降低KOA大鼠关节肿胀度、膝关节宽度、步态评分、软骨细胞凋亡比、血清及关节液IL-18、MCP-1水平、软骨组织Cleaved caspase-3、Bax、RhoA、ROCK1、ROCK1蛋白表达,升高机械痛阈值、热痛阈值(P<0.05);LPA可减弱贝母素乙对KOA大鼠关节软骨损伤的改善作用。结论 贝母素乙可通过抑制RhoA/ROCK信号激活而抑制KOA大鼠关节炎症反应和关节软骨细胞凋亡,减轻软骨损伤。

桃叶珊瑚苷调节RhoA/ROCK信号通路对胶质母细胞瘤细胞活力和上皮间质转化的影响

[目的]研究桃叶珊瑚苷(AU)对胶质母细胞瘤(GBM)细胞活力和上皮间质转化(EMT)的影响,并对其作用机制进行探讨。[方法]将U87细胞随机分为对照组、AU低浓度组、AU中浓度组、AU高浓度组、Y-27632组、AU高浓度+Y-27632组。细胞计数器试剂盒(CCK-8)法检测细胞活力,流式细胞术检测细胞凋亡,Transwell小室实验检测细胞迁移和侵袭,蛋白免疫印迹法(Western Blot)检测基质金属蛋白酶(MMP)2、MMP9、波形蛋白(Vimentin)、上皮钙黏蛋白(E-cadherin)、神经钙黏蛋白(N-cadherin)、Ras同源基因家族成员A(RhoA)、Rho相关卷曲螺旋蛋白激酶(ROCK)1、ROCK2表达。构建GBM裸鼠模型,随机分为裸鼠对照组、AU组、Y-27632组、AU+Y-27632组,测量肿瘤质量与体积,免疫组化法检测移植瘤组织RhoA、ROCK1、ROCK2蛋白表达。[结果]GBM细胞活力随着AU浓度的升高而逐渐降低(P<0.05),选择U87作为后续实验细胞,选择10、25、50μmol/L浓度作为AU后续实验浓度。与对照组比较,AU低、中、高浓度组和Y-27632组细胞活力、迁移和侵袭细胞数、MMP2、MMP9、N-cadherin、Vimentin、RhoA、ROCK1、ROCK2表达显著下降,凋亡率、E-cadherin表达显著升高(P<0.05),其中高浓度AU和Y-27632组共同处理的细胞变化更显著(P<0.05)。AU和Y-27632均能抑制移植瘤质量和体积,降低RhoA/ROCK信号通路蛋白表达(P<0.05)。[结论]AU能抑制GBM细胞活力、迁移侵袭和EMT,促进细胞凋亡,其作用机制可能与抑制RhoA/ROCK信号通路有关。

芍药苷调节RhoA/ROCK信号通路对实验性自身免疫性葡萄膜炎小鼠Th17/Treg免疫平衡的影响

目的探讨芍药苷调节Ras同源基因家族蛋白A(RhoA)/Rho相关卷曲螺旋形成蛋白激酶(ROCK)信号通路对实验性自身免疫性葡萄膜炎(experimental autoimmune uveitis,EAU)小鼠辅助性T淋巴细胞17(Th17)/调节性T细胞(Treg)免疫平衡的影响。方法随机选出10只小鼠作为正常对照组,其余小鼠构建EAU模型,将造模成功小鼠随机平分为模型组、芍药苷组(10 mg·kg^(-1)芍药苷)、RhoA/ROCK信号通路激活剂溶血磷脂酸(LPA)组(25μmol·L^(-1)LPA)、芍药苷+LPA组(10 mg·kg^(-1)芍药苷+25μmol·L^(-1)LPA),每组10只。模型组和正常对照组给予等量生理盐水,给药每天1次,持续14 d。眼前节临床表现评分评估炎症严重程度;HE染色观察眼球组织病理形态;ELISA法检测血清中炎性因子转化生长因子-β(trarsforming growth factor beta,TGF-β)、白细胞介素10(IL-10)、白细胞介素17(IL-17)、白细胞介素23(IL-23)水平;流式细胞术检测脾脏Th17/Treg细胞水平;Western Blot法检测维甲酸相关核孤儿受体γt(RORγt)、叉头状转录因子3(Foxp3)以及RhoA/ROCK信号通路蛋白表达。结果正常对照组小鼠无虹膜、结膜血管舒张充血,与正常对照组比,模型组小鼠出现虹膜血管舒张充血,前房、虹膜、睫状体和视网膜内均有大量炎性细胞膨胀,眼前节临床表现评分、IL-17和IL-23含量、Th17细胞水平、Th17/Treg、RORγt、RhoA、ROCK1蛋白水平明显升高(P<0.05),IL-10和TGF-β含量、Treg细胞水平、Foxp3水平明显下降(P<0.05)。与模型组比,芍药苷组小鼠虹膜血管充血症状明显缓解,眼前节临床表现评分、IL-17和IL-23含量、Th17细胞水平、Th17/Treg、RORγt、RhoA、ROCK1蛋白水平明显降低(P<0.05),IL-10和TGF-β含量、Treg细胞水平、Foxp3水平明显升高(P<0.05);而LPA加重了眼部损伤(P<0.05),逆转了芍药苷对EAU小鼠的改善效果(P<0.05)。结论芍药苷可通过下调RhoA/ROCK信号通路调节EAU小鼠Th17/Treg免疫平衡减轻EAU小鼠葡萄膜炎。

苍术素调节RhoA/ROCK信号通路对弥漫大B细胞淋巴瘤细胞恶性生物学行为的影响

目的:探讨苍术素(ATR)调节Ras同源基因家族成员A(RhoA)/Rho相关卷曲螺旋形成蛋白激酶(ROCK)信号通路对弥漫大B细胞淋巴瘤(DLBCL)细胞恶性生物学行为的影响。方法:常规培养DLBCL细胞SUDHL-4,将其随机分为对照组、低浓度ATR组(ATR-L组,5μmol/L ATR)、中浓度ATR组(ATR-M组,10μmol/L ATR)、高浓度ATR组(ATR-H组,20μmol/L ATR)和高浓度ATR+RhoA激活剂U46619组(ATR+U46619组,20μmol/L ATR+10 nmol/L U46619)。CCK-8法测定细胞增殖活性。划痕实验检测细胞迁移能力。Transwell实验测定细胞侵袭能力。流式细胞术检测细胞凋亡率。实时荧光定量PCR(RT-qPCR)法测定细胞中RhoA、ROCK1 mRNA表达。免疫印迹法(Western blot)测定各组细胞B细胞淋巴瘤-2(Bcl-2)、Bcl-2相关X蛋白(Bax)、RhoA、ROCK1蛋白表达。结果:与对照组比较,ATR-M组、ATR-H组SUDHL-4细胞OD450值(48、72 h)、细胞迁移率、细胞侵袭数目、RhoA、ROCK1 mRNA和蛋白表达、Bcl-2蛋白表达降低,细胞凋亡率、Bax蛋白表达升高(均P<0.05)。RhoA激活剂U46619减弱了ATR对DLBCL细胞恶性生物学行为的抑制作用。结论:ATR可能通过下调RhoA/ROCK信号通路抑制DLBCL细胞恶性生物学行为。

艾灸联合保真汤加减治疗糖尿病肾病的疗效观察及对CT灌注参数、Rho/ROCK信号通路蛋白的影响

目的 观察艾灸联合保真汤加减治疗糖尿病肾病气阴两虚证的临床疗效及对CT灌注参数、Rho/ROCK信号通路蛋白的影响。方法 将146例糖尿病肾病气阴两虚证患者随机分为观察组(74例)和对照组(72例)。在对症治疗的基础上,对照组给予厄贝沙坦片,观察组给予艾灸联合保真汤加减。观察两组中医主症积分、CT灌注参数[血尿素氮(blood urea nitrogen, BUN)、血肌酐(serum creatinine, SCr)、尿白蛋白排泄率(urinary albumin excretion rate, UAER)和24 h尿蛋白定量(24-hour urinary protein quantification, 24 h Upro)]、肾血流指标[舒张末期血流速度(end-diastolic velocity, EDV)、肾段动脉的收缩期峰值流速(peak-systolic velocity, PSV)、搏动指数(pulsatility index, PI)和阻力指数(resistive index, RI)]、血清炎性因子[肿瘤坏死因子-α(tumor necrosis factor-α, TNF-α)、白细胞介素-1β(interleukin-1β, IL-1β)、白细胞介素-6(interleukin-6, IL-6)和C反应蛋白(C-reactive protein, CRP)]水平及Rho/ROCK信号通路[Ras同源基因家族成员A(Ras homolog gene family member A, RhoA)、Rho关联含卷曲螺旋蛋白激酶Ⅰ(Rho-associated coiled-coil containing protein kinaseⅠ, ROCKI)、α-平滑肌肌动蛋白(α-smooth muscle actin, α-SMA)和钙黏附蛋白-E(E-cadherin, E-Cad)]蛋白水平,并比较两组临床疗效及不良反应。结果 观察组总有效率为97.3%(72/74),明显高于对照组的81.9%(59/72)(P<0.05)。观察组治疗后中医主症积分低于治疗前和对照组(P<0.05)。两组治疗后CT灌注参数降低(P<0.05),且观察组低于对照组(P<0.05)。观察组治疗后PSV、EDV较治疗前和对照组加快(P<0.05),RI、PI较治疗前和对照组降低(P<0.05)。观察组治疗后血清炎性因子水平较治疗前和对照组降低(P<0.05)。观察组治疗后Rho A、ROCKI、α-SMA蛋白水平较治疗前和对照组降低(P<0.05),E-Cad蛋白水平较治疗前和对照组升高(P<0.05)。观察组不良反应发生率为1.4%(1/74),低于对照组的19.4%(14/72)(P<0.05)。结论 在对症治疗的基础上,艾灸联合保真汤加减可明显提高糖尿病肾病气阴两虚证患者的治疗效果,其机制可能与改善CT灌注参数,调节血清Rho/ROCK信号通路蛋白相关。

黄芩苷通过ROS依赖性调节RhoA/ROCK通路保护氯化钴诱导心肌细胞损伤的实验研究

目的:本研究旨在探讨黄芩苷(Baicalin)对氯化钴(CoCl_(2))诱导H9c2心肌细胞缺氧损伤的作用机制。方法:采用CoCl_(2)建立心肌细胞缺氧损伤模型,并分别加入不同浓度的黄芩苷培养。将正常氧培养设置为对照组,CoCl_(2)培养H9c2心肌细胞设置为CoCl_(2)组;Baicalin、Y27632(Rho激酶抑制剂)预处理的H9c2缺氧心肌细胞设置为CoCl_(2)+Baicalin组、CoCl_(2)+Y27632组、CoCl_(2)+Baicalin+Y27632组。通过细胞毒性检测试剂盒(CCK8)检测细胞活性;荧光探针测定细胞中活性氧(ROS)的表达;WST-8检测心肌细胞超氧化歧化酶(SOD)活力;TBA法测定丙二醇(MDA)浓度;同时采用WesternBlot方法分析RhoA、ROCK1、ROCK2、TNF-α、IL-1β蛋白表达情况。结果:处理H9c2细胞24 h后,1 000μmol/L的CoCl_(2)和75μmol/L黄芩苷对治疗心肌细胞缺氧损伤具有较好的细胞活力。CoCl_(2)组细胞活性明显低于对照组,加入黄芩苷后可显著提高细胞活性(P<0.05);与对照组相比,CoCl_(2)组心肌细胞可上调ROS、MDA表达,下调SOD活力,升高RhoA、ROCK1、ROCK2、TNF-α、IL-1β蛋白表达水平,加入Baicalin后可逆转上诉蛋白的表达水平;与CoCl_(2)组相比,CoCl_(2)+Baicalin可抑制ROS、MDA的表达,上调SOD含量,下调RhoA、ROCK1、ROCK2、TNF-α、IL-1β蛋白表达水平,而加入Y27632(Rho激酶抑制剂)后则可显著增强Baicalin带来的保护作用。结论:Baicalin可减轻CoCl_(2)诱导H9c2心肌细胞缺氧损伤的炎症、氧化应激反应,其机制与抑制ROS依赖性RhoA/ROCK通路有关。

川芎嗪抑制ROCK的表达降低模拟失重大鼠血管Ca^(2+)敏感性

研究失重条件下血管平滑肌收缩性、Ca^(2+)敏感性及其调控通路RhoA-ROCK蛋白表达的变化,以及川芎嗪干预对其的影响。大鼠尾部悬吊模拟失重,在机体前、后部分别选取颈总动脉和肠系膜上动脉。在模拟失重大鼠颈总动脉中,由苯肾上腺素(PHE)或KCl诱发的血管收缩性和Ca^(2+)敏感性增强,RhoA激酶2(ROCK II)的表达、肌球蛋白磷酸酶靶亚基1(MYPT1)和肌球蛋白调节轻链(MLC)的磷酸化水平均上升,血管孵育Y-27632(ROCK特异性抑制剂)后可降低以上变化。模拟失重大鼠灌饲川芎嗪亦可降低以上变化。模拟失重后,大鼠肠系膜上动脉的收缩性和Ca^(2+)敏感性、ROCK II的表达、MYPT1和MLC的磷酸化水平降低,血管孵育Y-27632对以上变化无明显作用。模拟失重大鼠灌饲川芎嗪亦对以上变化无明显作用。结果表明,由RhoA-ROCK调控的血管平滑肌Ca^(2+)敏感性的变化可能是失重条件下机体前后部血管收缩性发生区域性重塑的关键因素。川芎嗪可抑制ROCK蛋白的表达,降低血管平滑肌升高的Ca^(2+)敏感性,从而纠正失重条件下机体前部血管收缩性的增强,但对失重条件下机体后部血管收缩性的减弱无恢复作用。

Numerical analysis on the factors affecting post-peak characteristics of coal under uniaxial compression

The post-peak characteristics of coal serve as a direct reflection of its failure process and are essential parameters for evaluating brittleness and bursting liability.Understanding the significant factors that influence post-peak characteristics can offer valuable insights for the prevention of coal bursts.In this study,the Synthetic Rock Mass method is employed to establish a numerical model,and the factors affecting coal post-peak characteristics are analyzed from four perspectives:coal matrix mechanical parameters,structural weak surface properties,height-to-width ratio,and loading rate.The research identifies four significant influencing factors:deformation modulus,density of discrete fracture networks,height-to-width ratio,and loading rate.The response and sensitivity of post-peak characteristics to single-factor and multi-factor interactions are assessed.The result suggested that feasible prevention and control measures for coal bursts can be formulated through four approaches:weakening the mechanical properties of coal pillars,increasing the number of structural weak surfaces in coal pillars,reducing the width of coal pillars,and optimizing mining and excavation speed.The efficacy of measures aimed at weakening the mechanical properties of coal is successfully demonstrated through a case study on coal burst prevention using large-diameter borehole drilling.

Stability analysis of longwall top-coal caving face in extra-thick coal seams based on an innovative numerical hydraulic support model

The relationship between support and surrounding rock is of great significance to the control of surrounding rock in mining process.In view of the fact that most of the existing numerical simulation methods construct virtual elements and stress servo control to approximately replace the hydraulic support problem,this paper establishes a new numerical model of hydraulic support with the same working characteristics as the actual hydraulic support by integrating numerical simulation software Rhino,Griddle and FLAC3D,which can realize the simulation of different working conditions.Based on this model,the influence mechanism of the supporting strength of hydraulic support on surrounding rock stress regulation and coal stability in front of the top coal caving face in extra thick coal seam were researched.Firstly,under different support intensity,the abutment pressure of the bearing coal and the coal in front of it presents the “three-stage”evolution characteristics.The influence range of support intensity is 15%–30%.Secondly,1.5 MPa is the upper limit of impact that the support strength can have on the front coal failure area.Thirdly,within a displacement range of 2.76 m from the coal wall,a support strength of1.5 MPa provides optimal control of the horizontal displacement of the coal.

Failure mechanism and control countermeasures of surrounding rock at deep large section chamber intersection in the Wanfu Coal Mine

In order to solve the problem of large deformation at the intersection of deep large section soft rock roadway,this paper takes the intersection of kilometer-deep roadway in the Wanfu Coal Mine as an engineering example and applies Negative Poisson’s Ratio(NPR)steel anchor cable in roadway support for the first time.By combining numerical simulation indoor test,theoretical analysis and field test,the deformation mechanism of surrounding rock at the intersection of deep-buried roadway was analyzed,and the control strategy with micro NPR steel anchor cable as the core was put forward.Through numerical simulation,the numerical analysis model of roadway intersection with different intersection angles and excavation sequence was constructed,and the impact of two key variables of rake angle and excavation sequence on the stability of surrounding rock at roadway intersection was studied.The optimal dip angle is 90°and the optimal excavation sequence was determined as pump house-pump house passage-substation.The mechanical properties of the micro-NPR steel anchor cable were studied through the static tensile test in the laboratory.The results showed that the micro-NPR steel anchor cable showed high constant resistance,uniform tensile,no yield platform,and no obvious necking phenomenon during breaking.Through theoretical derivation,it was calculated that the vertical stress of roadway intersection is 45 MPa,and the bearing capacity of superposed arch composed of micro NPR steel anchor cable is 1257 kN,which is enough to guarantee the overall stability of intersection.Support application test and monitoring were carried out on site,and it was verified that the combined support strategy of short and long micro NPR steel anchor cable has a good control effect on large deformation of surrounding rock at intersection,which provides a new support material and support means for the safety and stabilization control of surrounding rock at intersection.