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Rho/ROCK信号通路在糖尿病视网膜病变中的研究进展
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作者 唐云华 刘春梦 +2 位作者 邢尧 柯殷雨 张富文 《中医眼耳鼻喉杂志》 2024年第3期152-155,共4页
糖尿病视网膜病变(diabetic retinopathy,DR)是导致劳动年龄人群视力障碍的重要原因,其复杂的发病机制尚未完全明确。虽然一些新兴治疗方法在DR的治疗中取得显著疗效,但仍存在治疗效果欠佳及并发症等问题。Rho GTP酶是一种小分子蛋白,... 糖尿病视网膜病变(diabetic retinopathy,DR)是导致劳动年龄人群视力障碍的重要原因,其复杂的发病机制尚未完全明确。虽然一些新兴治疗方法在DR的治疗中取得显著疗效,但仍存在治疗效果欠佳及并发症等问题。Rho GTP酶是一种小分子蛋白,通过激活下游蛋白ROCK参与细胞骨架调节等多种细胞活动。在DR发病过程中Rho/ROCK信号通路被激活,抑制Rho/ROCK信号传导可能抑制DR的进展。本文从炎症、新生血管、血-视网膜屏障(blood retinal barrier,BRB)、晚期糖基化终末产物(advanced glycation end products,AGEs)、糖尿病视网膜神经变性(diabetic retinal neurodegeneration,DRN)等方面阐述Rho/ROCK信号通路在DR发病机制中的研究进展,以期为DR的治疗提供新思路。 展开更多
关键词 糖尿病视网膜病变 Rho GTP酶 rock RHO/rock信号通路 rock抑制剂
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Disturbance failure mechanism of highly stressed rock in deep excavation:Current status and prospects
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作者 Tao Wang Weiwei Ye +3 位作者 Liyuan Liu Kai Liu Naisheng Jiang Xianhui Feng 《International Journal of Minerals,Metallurgy and Materials》 SCIE EI CAS CSCD 2024年第4期611-627,共17页
This article reviews the current status on the dynamic behavior of highly stressed rocks under disturbances.Firstly,the experimental apparatus,methods,and theories related to the disturbance dynamics of deep,high-stre... This article reviews the current status on the dynamic behavior of highly stressed rocks under disturbances.Firstly,the experimental apparatus,methods,and theories related to the disturbance dynamics of deep,high-stress rock are reviewed,followed by the introduction of scholars’research on deep rock deformation and failure from an energy perspective.Subsequently,with a backdrop of highstress phenomena in deep hard rock,such as rock bursts and core disking,we delve into the current state of research on rock microstructure analysis and residual stresses from the perspective of studying the energy storage mechanisms in rocks.Thereafter,the current state of research on the mechanical response and the energy dissipation of highly stressed rock formations is briefly retrospected.Finally,the insufficient aspects in the current research on the disturbance and failure mechanisms in deep,highly stressed rock formations are summarized,and prospects for future research are provided.This work provides new avenues for the research on the mechanical response and damage-fracture mechanisms of rocks under high-stress conditions. 展开更多
关键词 deep rock with high stress highly stressed rock rock failure residual stress energy release
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Coupled DEM-FDM analyses of the effects of falling rock’s shape and impact angle on response of granular cushion and rock shed
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作者 Jingyu Xue Chen Cao +2 位作者 Jianhua Yan Yaopeng Ji Jianping Chen 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2024年第8期3353-3364,共12页
Rock shed is an effective protection measure against rockfall.To investigate the influences of falling rock’s shape and impact angle on the impact effect of the cushioned rock shed,a modeling approach for a rock shed... Rock shed is an effective protection measure against rockfall.To investigate the influences of falling rock’s shape and impact angle on the impact effect of the cushioned rock shed,a modeling approach for a rock shed with a cushion layer using PFC-FLAC.The granular cushion is modeled as an aggregate of discrete non-cohesion particles,while the concrete plate and the beam are modeled as zones.The falling rock with different sphericities and impact angles is modeled as a rigid assembly.The numerical model is validated by comparing the simulation results with experimental and numerical results from previous literature.This model is applied to analyze the effects of rock shape and impact angle on the dynamic interaction effects between falling rock and cushioned rock shed,including the impact force,transmitted bottom force,penetration depth,and plate deflection.The numerical results show that the variation in the falling rock’s shape has different effects on the falling rock with different impact angles.These findings could support rock shed design by revealing the limitations of the assumptions in the past research,which may result in unsafe rock sheds for some rockfall cases. 展开更多
关键词 rockfall Coupled DEM-FDM analysis rock’s shape Impact angle Granular cushion rock shed
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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
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作者 彭博文 冯立 覃剑 《中国骨质疏松杂志》 CAS CSCD 北大核心 2024年第7期980-984,共5页
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... 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。 展开更多
关键词 贝母素乙 RhoA/rock 膝骨关节炎 软骨损伤 信号通路
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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
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作者 李娟 石海平 李维民 《天津中医药》 CAS 2024年第3期386-392,共7页
[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(C... [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。 展开更多
关键词 胶质母细胞瘤 细胞活力 上皮间质转化 桃叶珊瑚苷 RhoA/rock信号通路
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SLC9A3-AS1调控miR-148a-3p/ROCK1信号轴影响肾癌细胞生物学功能
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作者 向威 吕磊 +2 位作者 郑福鑫 章传华 袁敬东 《华中科技大学学报(医学版)》 CAS CSCD 北大核心 2024年第2期161-167,共7页
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SLC9... 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。 展开更多
关键词 肾透明细胞癌 SLC9A3-AS1 miR-148a-3p rock1
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Discontinuity development patterns and the challenges for 3D discrete fracture network modeling on complicated exposed rock surfaces 被引量:1
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作者 Wen Zhang Ming Wei +8 位作者 Ying Zhang Tengyue Li Qing Wang Chen Cao Chun Zhu Zhengwei Li Zhenbang Nie Shuonan Wang Han Yin 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2024年第6期2154-2171,共18页
Natural slopes usually display complicated exposed rock surfaces that are characterized by complex and substantial terrain undulation and ubiquitous undesirable phenomena such as vegetation cover and rockfalls.This st... Natural slopes usually display complicated exposed rock surfaces that are characterized by complex and substantial terrain undulation and ubiquitous undesirable phenomena such as vegetation cover and rockfalls.This study presents a systematic outcrop research of fracture pattern variations in a complicated rock slope,and the qualitative and quantitative study of the complex phenomena impact on threedimensional(3D)discrete fracture network(DFN)modeling.As the studies of the outcrop fracture pattern have been so far focused on local variations,thus,we put forward a statistical analysis of global variations.The entire outcrop is partitioned into several subzones,and the subzone-scale variability of fracture geometric properties is analyzed(including the orientation,the density,and the trace length).The results reveal significant variations in fracture characteristics(such as the concentrative degree,the average orientation,the density,and the trace length)among different subzones.Moreover,the density of fracture sets,which is approximately parallel to the slope surface,exhibits a notably higher value compared to other fracture sets across all subzones.To improve the accuracy of the DFN modeling,the effects of three common phenomena resulting from vegetation and rockfalls are qualitatively analyzed and the corresponding quantitative data processing solutions are proposed.Subsequently,the 3D fracture geometric parameters are determined for different areas of the high-steep rock slope in terms of the subzone dimensions.The results show significant variations in the same set of 3D fracture parameters across different regions with density differing by up to tenfold and mean trace length exhibiting differences of 3e4 times.The study results present precise geological structural information,improve modeling accuracy,and provide practical solutions for addressing complex outcrop issues. 展开更多
关键词 Complicated exposed rock surfaces Discontinuity characteristic variation Three-dimensional discrete fracture network modeling Outcrop study Vegetation cover and rockfalls
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A review of rock macro-indentation:Theories,experiments,simulations,and applications
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作者 Weiqiang Xie Xiaoli Liu +2 位作者 Xiaoping Zhang Xinmei Yang Xiaoxiong Zhou 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2024年第6期2351-2374,共24页
Rock macro-indentation plays a fundamental role in mechanical rock breaking for various rock engineering application,such as drilling,tunneling,cutting,and sawing.Over the past decades,extensive research has been cond... Rock macro-indentation plays a fundamental role in mechanical rock breaking for various rock engineering application,such as drilling,tunneling,cutting,and sawing.Over the past decades,extensive research has been conducted to understand the indentation mechanisms and responses through various approaches.This review aims to provide an overview of the current status and recent advancements in theories,experiments,numerical simulations,and applications of macro-indentation in rock engineering.It starts with elaborating on the mechanisms of macro-indentation,followed by a discussion of the merits and limitations of commonly used models.Influence factors and their effects on indentation test results are then summarized.Various numerical simulation methods for rock macro-indentation are highlighted,along with their advantages and disadvantages.Subsequently,the applications of indentation tests and indentation indices in characterizing rock properties are explored.It reveals that compression-tension,compression-shear,and composite models are widely employed in rock macroindentation.While the compression-tension model is straightforward to use,it may overlook the anisotropic properties of rocks.On the other hand,the composite model provides a more comprehensive description of rock indentation but requires complex calculations.Additionally,factors,such as indentation rate,indenter geometry,rock type,specimen size,and confining pressure,can significantly influence the indentation results.Simulation methods for macro-indentation encompass continuous medium,discontinuous medium,and continuous-discontinuous medium methods,with selection based on their differences in principle.Furthermore,rock macro-indentation can be practically applied to mining engineering,tunneling engineering,and petroleum drilling engineering.Indentation indices serve as valuable tools for characterizing rock strength,brittleness,and drillability.This review sheds light on the development of rock macro-indentation and its extensive application in engineering practice.Specialists in the field can gain a comprehensive understanding of the indentation process and its potential in various rock engineering endeavors. 展开更多
关键词 rock macro-indentation Indentation test Indentation indices MECHANISM rock breaking
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Theory,technology and application of grouted bolting in soft rock roadways of deep coal mines
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作者 Hongpu Kang Jianwei Yang +4 位作者 Pengfei Jiang Fuqiang Gao Wenzhou Li Jiafeng Li Huiyuan Chen 《International Journal of Minerals,Metallurgy and Materials》 SCIE EI CAS CSCD 2024年第7期1463-1479,共17页
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... 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. 展开更多
关键词 deep coal mine soft rock roadway grouted bolting rock bolt and cable grouting material high-pressure splitting grouting collaborative control technology
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Resilient performance of self-centering hybrid rocking walls with curved interface under pseudo-static loading
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作者 Su Xing Yan Shi +1 位作者 Sun Xianglei Wang Tao 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2024年第1期65-85,共21页
Frame and rocking wall(FRW)structures have excellent resilient performance during earthquakes.However,the concrete at interfacial corners of rocking walls(RWs)is easily crushed due to local extreme compression during ... Frame and rocking wall(FRW)structures have excellent resilient performance during earthquakes.However,the concrete at interfacial corners of rocking walls(RWs)is easily crushed due to local extreme compression during the rocking process.An innovative RW with a curved interface is proposed to prevent interfacial corners from producing local damage,enhancing its earthquake resilient performance(ERP).The precast wall panel with a curved interface is assembled into an integral self-centering hybrid rocking wall(SCRW)by two post-tensioned unbonded prestressed tendons.Moreover,two ordinary energy dissipation steel rebars and two shear reinforcements are arranged to increase the energy dissipation capacity and lateral resistance.Two SCRW specimens and one monolithic reinforced concrete(RC)shear wall(SW)were tested under pseudo-static loading to compare the ERPs of the proposed SCRW and the SW,focusing on studying the effect of the curved interface on the SCRW.The key resilient performance of rocking effects,failure modes,and hysteretic properties of the SCRW were explored.The results show that nonlinear deformations of the SCRW are concentrated along the interface between the SCRW and the foundation,avoiding damage within the SCRW.The restoring force provided by the prestressed tendons can effectively realize self-centering capacity with small residual deformation,and the resilient performance of the SCRW is better than that of monolithic SW.In addition,the curved interface of the SCRW makes the rocking center change and move inward,partially relieving the stress concentration and crush of concrete.The rocking range of the rocking center is about 41.4%of the width of the SCRW. 展开更多
关键词 self-centering hybrid rocking wall(SCRW) monolithic shear wall(SW) earthquake resilient performance(ERP) curved interface rocking center
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Impact resistance performance and optimization of the sand-EPE composite cushion in rock sheds
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作者 YU Bingxin ZHOU Xiaojun +2 位作者 TANG Jianhui ZHANG Yujin ZHANG Yuefeng 《Journal of Mountain Science》 SCIE CSCD 2024年第2期676-689,共14页
Rock sheds are widely used to prevent rockfall disasters along roads in mountainous areas.To improve the capacity of rock sheds for resisting rockfall impact,a sand and expandable polyethylene(EPE)composite cushion wa... Rock sheds are widely used to prevent rockfall disasters along roads in mountainous areas.To improve the capacity of rock sheds for resisting rockfall impact,a sand and expandable polyethylene(EPE)composite cushion was proposed.A series of model experiments of rockfall impact on rock sheds were conducted,and the buried depth of the EPE foam board in the sand layer was considered.The impact load and dynamic response of the rock shed were investigated.The results show that the maximum impact load and dynamic response of the rock shed roof are all significantly less than those of the sand cushion.Moreover,as the distance between the EPE foam board and rock shed roof decreases,the maximum rockfall impact force and impact pressure gradually decrease,and the maximum displacement,acceleration and strain of the rock shed first decrease and then change little.In addition,the vibration acceleration and vertical displacement of the rock shed roof decrease from the centre to the edge and decrease faster along the longitudinal direction than that along the transverse direction.In conclusion,the buffering effect of the sand-EPE composite cushion is better than that of the pure sand cushion,and the EPE foam board at a depth of 1/3 the thickness of the sand layer is appropriate. 展开更多
关键词 rockFALL rock shed Impact Composite cushion Buffering effect Dynamic response
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Progressive fragmentation of granular assemblies within rockslides: Insights from discrete-continuous numerical modeling
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作者 JIANG Hui ZHOU Yuande +2 位作者 WANG Jinting DU Xiuli HUANG Hailong 《Journal of Mountain Science》 SCIE CSCD 2024年第4期1174-1189,共16页
Rock fragmentation plays a critical role in rock avalanches,yet conventional approaches such as classical granular flow models or the bonded particle model have limitations in accurately characterizing the progressive... Rock fragmentation plays a critical role in rock avalanches,yet conventional approaches such as classical granular flow models or the bonded particle model have limitations in accurately characterizing the progressive disintegration and kinematics of multi-deformable rock blocks during rockslides.The present study proposes a discrete-continuous numerical model,based on a cohesive zone model,to explicitly incorporate the progressive fragmentation and intricate interparticle interactions inherent in rockslides.Breakable rock granular assemblies are released along an inclined plane and flow onto a horizontal plane.The numerical scenarios are established to incorporate variations in slope angle,initial height,friction coefficient,and particle number.The evolutions of fragmentation,kinematic,runout and depositional characteristics are quantitatively analyzed and compared with experimental and field data.A positive linear relationship between the equivalent friction coefficient and the apparent friction coefficient is identified.In general,the granular mass predominantly exhibits characteristics of a dense granular flow,with the Savage number exhibiting a decreasing trend as the volume of mass increases.The process of particle breakage gradually occurs in a bottom-up manner,leading to a significant increase in the angular velocities of the rock blocks with increasing depth.The simulation results reproduce the field observations of inverse grading and source stratigraphy preservation in the deposit.We propose a disintegration index that incorporates factors such as drop height,rock mass volume,and rock strength.Our findings demonstrate a consistent linear relationship between this index and the fragmentation degree in all tested scenarios. 展开更多
关键词 rock fragmentation rockSLIDE Numerical modelling Discrete-continuous modelling RUNOUT Cohesive zone model
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苦参碱调节RhoA-ROCK信号通路对冠心病模型大鼠Th17/Treg细胞平衡的影响 被引量:1
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作者 哈斯高娃 乌吉斯古楞 《中药新药与临床药理》 CAS CSCD 北大核心 2024年第3期349-357,共9页
目的探讨苦参碱(Matrine)对冠心病(coronary heart disease,CHD)大鼠辅助T细胞17(helper T cell 17,Th17)/调节性T细胞(regulatory T cells,Treg)细胞平衡及Ras同源基因家族成员A(RhoA)-Rho相关的卷曲螺旋激酶(ROCK)信号通路的影响。方... 目的探讨苦参碱(Matrine)对冠心病(coronary heart disease,CHD)大鼠辅助T细胞17(helper T cell 17,Th17)/调节性T细胞(regulatory T cells,Treg)细胞平衡及Ras同源基因家族成员A(RhoA)-Rho相关的卷曲螺旋激酶(ROCK)信号通路的影响。方法建立冠心病模型,将实验大鼠分为对照组、模型组、苦参碱低剂量(50 mg·kg^(-1))组、苦参碱高剂量(200 mg·kg^(-1))组及苦参碱高剂量(200 mg·kg^(-1))+LPA组(10 mg·kg^(-1))。超声心动图进行大鼠心功能检测;酶联免疫吸附试验(enzyme linked immunosorbent assay,ELISA)法进行白细胞介素17(IL-17)、转化生长因子β(TGF-β)水平检测;流式细胞术检测Th17、Treg数量及Th17/Treg比值;免疫组化进行内皮型一氧化氮合酶(eNOS)、内皮素1(ET-1)蛋白表达水平检测;Masson染色进行大鼠心肌组织的病理形态变化观察;TTC染色检测各组大鼠心肌梗死情况;TUNEL染色进行心肌组织中细胞凋亡情况检测;试剂盒检测RhoA活性;Western Blot法进行半胱氨酸天冬氨酸蛋白酶3(Caspase-3)、B细胞淋巴瘤因子2(Bcl-2)、Bcl-2相关X蛋白(Bax)、RhoA、ROCK1、ROCK2蛋白表达水平检测。结果与对照组比较,模型组心肌组织有大量蓝色胶原纤维沉积,左室舒张末期容积(left ventricular end-diastolic volume,LVEDV)、左室收缩末期容积(left ventricular end-systolic volume,LVESV)、IL-17、Th17、Th17/Treg、ET-1、心肌梗死面积、细胞凋亡率、TUNEL阳性率、Bax、Caspase-3、RhoA活性、RhoA、ROCK1、ROCK2表达水平明显升高,左室射血分数(left ventricular ejection fraction,LVEF)、左室缩短分数(left ventricular shortening fraction,LVFS)、TGF-β、Treg、eNOS、Bcl-2表达水平明显降低(P<0.05)。与模型组比较,Matrine-L组、苦参碱高剂量组心肌组织蓝色胶原纤维逐渐减少,LVEDV、LVESV、IL-17、Th17、Th17/Treg、ET-1、心肌梗死面积、细胞凋亡率、TUNEL阳性率、Bax、Caspase-3、RhoA活性、RhoA、ROCK1、ROCK2表达水平依次明显降低,LVEF、LVFS、TGF-β、Treg、eNOS、Bcl-2表达水平依次明显升高(P<0.05)。与苦参碱高剂量组比较,苦参碱高剂量+LPA组心肌组织蓝色胶原纤维增多,LVEDV、LVESV、IL-17、Th17、Th17/Treg、ET-1、心肌梗死面积、细胞凋亡率、TUNEL阳性率、Bax、Caspase-3、RhoA活性、RhoA、ROCK1、ROCK2表达水平明显升高,LVEF、LVFS、TGF-β、Treg、eNOS、Bcl-2表达水平明显降低(P<0.05)。结论苦参碱通过抑制RhoAROCK信号通路调节Th17/Treg细胞平衡,改善冠心病大鼠心肌损伤。 展开更多
关键词 苦参碱 冠心病 Ras同源基因家族成员A-Rho相关的卷曲螺旋激酶信号通路(RhoA-rock) 辅助T细胞17/调节性T细胞(Th17/Treg) 心肌损伤 大鼠
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Development and applications of the quasi‐dynamic triaxial apparatus for deep rocks
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作者 Jinzhi Luo Yanyan Cai +3 位作者 Jin Yu Jianzhi Zhang Yaoliang Zhu Yao Wei 《Deep Underground Science and Engineering》 2024年第1期70-90,共21页
The mechanical behaviors of deep rocks have always posed a challenge for the implementation and safe operation of major underground engineering projects.To this end,this study modified the existing mainstream rock mec... The mechanical behaviors of deep rocks have always posed a challenge for the implementation and safe operation of major underground engineering projects.To this end,this study modified the existing mainstream rock mechanics instruments equipped with a dynamic disturbance loading system and developed a second‐generation TFD‐2000/D triaxial instrument.The first‐generation device is equipped with an independent disturbance system and an advanced EDC‐580 all‐digital servo controller,which can apply disturbing load independently,implement the function of cyclic disturbance,and combine dynamic and static disturbances.The instrument was found to be reliable for use in analyzing the damage process of rocks in the disturbance test of marbles.The second‐generation instrument tackles three limitations of the first‐generation instrument:(i)it upgrades the strain measurement system and uses extensometers with linear variable differential transformers to accurately measure deformation;(ii)it uses the self‐balanced chamber to replace the Hoek–Franklin triaxial cell and auto‐balancing triaxial pressure chamber;and(iii)the loading rod is independently equipped with an EDC‐580 all‐digital servo controller,which measures precise loads.The experimental findings confirmed that the second‐generation instrument can be used for rock mechanics testing under cyclic disturbance loading,the disturbance–stress relaxation cycle,and the creep–fatigue cycle.In this sense,the second‐generation instrument can be a useful addition to deep rock mechanical instruments and provide a valuable reference. 展开更多
关键词 complex stress conditions deep rock disturbance loading modification of instrument rock mechanics
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Failure behavior and strength model of blocky rock mass with and without rockbolts
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作者 Chun Zhu Xiansen Xing +4 位作者 Manchao He Zhicheng Tang Feng Xiong Zuyang Ye Chaoshui Xu 《International Journal of Mining Science and Technology》 SCIE EI CAS CSCD 2024年第6期747-762,共16页
To better understand the failure behaviours and strength of bolt-reinforced blocky rocks,large scale extensive laboratory experiments are carried out on blocky rock-like specimens with and without rockbolt reinforceme... To better understand the failure behaviours and strength of bolt-reinforced blocky rocks,large scale extensive laboratory experiments are carried out on blocky rock-like specimens with and without rockbolt reinforcement.The results show that both shear failure and tensile failure along joint surfaces are observed but the shear failure is a main controlling factor for the peak strength of the rock mass with and without rockbolts.The rockbolts are necked and shear deformation simultaneously happens in bolt reinforced rock specimens.As the joint dip angle increases,the joint shear failure becomes more dominant.The number of rockbolts has a significant impact on the peak strain and uniaxial compressive strength(UCS),but little influence on the deformation modulus of the rock mass.Using the Winkler beam model to represent the rockbolt behaviours,an analytical model for the prediction of the strength of boltreinforced blocky rocks is proposed.Good agreement between the UCS values predicted by proposed model and obtained from experiments suggest an encouraging performance of the proposed model.In addition,the performance of the proposed model is further assessed using published results in the literature,indicating the proposed model can be used effectively in the prediction of UCS of bolt-reinforced blocky rocks. 展开更多
关键词 Blocky rock mass rockbolt ground support Uniaxial compression test Failure mechanism Uniaxial compressive strength model
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A thermal stress loading technique for large-sized hot dry rock mechanical tests
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作者 Huiling Ci Bing Bai +2 位作者 Hongwu Lei Yan Zou Jianfeng Liu 《Deep Underground Science and Engineering》 2024年第3期326-337,共12页
Testing of large-sized specimens is becoming increasingly important in deep underground rock mechanics and engineering.In traditional mechanical loading,stresses on large-sized specimens are achieved by large host fra... Testing of large-sized specimens is becoming increasingly important in deep underground rock mechanics and engineering.In traditional mechanical loading,stresses on large-sized specimens are achieved by large host frames and hydraulic pumps,which could lead to great investment.Low-cost testing machines clearly always have great appeal.In this study,a new approach is proposed using thermal expansion stress to load rock specimens,which may be particularly suitable for tests of deep hot dry rock with high temperatures.This is a different technical route from traditional mechanical loading through hydraulic pressure.For the rock mechanics test system of hot dry rock that already has an investment in heating systems,this technology may reduce the cost of the loading subsystem by fully utilizing the temperature changes.This paper presents the basic principle and a typical design of this technical solution.Preliminary feasibility analysis is then conducted based on numerical simulations.Although some technical details still need to be resolved,the feasibility of this loading approach has been preliminarily confirmed. 展开更多
关键词 deep rock engineering high-temperature and high-stress conditions hot dry rock large-sized model test thermal stress loading
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Rho/ROCK信号通路在神经可塑性中的研究进展
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作者 陈益敏 张婧凡 曾楚华 《湖北民族大学学报(医学版)》 2024年第2期85-89,共5页
神经可塑性是大脑在发育过程中产生的能够适应外界环境变化的能力,发生机制是神经元产生突触可塑性,通过突触与大脑其他部位的神经元相互作用,最终实现大脑功能的可塑性变化。神经可塑性是神经发生过程中一种重要的分子基础,对中枢神经... 神经可塑性是大脑在发育过程中产生的能够适应外界环境变化的能力,发生机制是神经元产生突触可塑性,通过突触与大脑其他部位的神经元相互作用,最终实现大脑功能的可塑性变化。神经可塑性是神经发生过程中一种重要的分子基础,对中枢神经系统疾病的治疗具有重要意义。Rho/ROCK(Rho GTPase/Rho-associated protein kinase)信号通路是目前研究最为广泛的信号通路之一,它在神经发育和突触可塑性中都发挥了重要作用。本文就Rho/ROCK信号通路在神经可塑性中的作用及相关研究进展进行综述。 展开更多
关键词 神经可塑性 RHO rock RHO/rock信号通路
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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 被引量:1
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作者 庞彬彬 陈震 邢怡桥 《中药新药与临床药理》 CAS CSCD 北大核心 2024年第4期506-512,共7页
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... 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。 展开更多
关键词 芍药苷 RhoA/rock信号通路 自身免疫性葡萄膜炎 TH17/TREG 小鼠
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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 被引量:1
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作者 赵小艳 王俊杰 《上海针灸杂志》 CSCD 2024年第1期17-23,共7页
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... 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。 展开更多
关键词 灸法 糖尿病并发症 糖尿病肾病 气阴两虚 Rho/rock信号通路蛋白
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Surrounding Rock Control Technology of Strong Dynamic Pressure Roadway in Hudi Coal Industry
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作者 Yixue Jia 《World Journal of Engineering and Technology》 2024年第2期362-372,共11页
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 i... 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. 展开更多
关键词 Deep Roadway Combined Support Surrounding rock Control Soft rock Roadway
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