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A cohesion loss model for determining residual strength of deep bedded sandstone
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作者 SONG Zhi-xiang ZHANG Jun-wen +12 位作者 ZHANG Yu-jie WU Shao-kang BAI Xu-yang ZHANG Li-chao ZHANG Sui-lin ZHANG Xu-wen FAN Guang-chen LI Wen-jun ZENG Ban-quan WANG Shi-ji SUN Xiao-yan SANG Pei-miao LI Ning 《Journal of Central South University》 2025年第7期2593-2618,共26页
Rock residual strength,as an important input parameter,plays an indispensable role in proposing the reasonable and scientific scheme about stope design,underground tunnel excavation and stability evaluation of deep ch... Rock residual strength,as an important input parameter,plays an indispensable role in proposing the reasonable and scientific scheme about stope design,underground tunnel excavation and stability evaluation of deep chambers.Therefore,previous residual strength models of rocks established were reviewed.And corresponding related problems were stated.Subsequently,starting from the effects of bedding and whole life-cycle evolution process,series of triaxial mechanical tests of deep bedded sandstone with five bedding angles were conducted under different confining pressures.Then,six residual strength models considering the effects of bedding and whole life-cycle evolution process were established and evaluated.Finally,a cohesion loss model for determining residual strength of deep bedded sandstone was verified.The results showed that the effects of bedding and whole life-cycle evolution process had both significant influences on the evolution characteristic of residual strength of deep bedded sandstone.Additionally,residual strength parameters:residual cohesion and residual internal friction angle of deep bedded sandstone were not constant,which both significantly changed with increasing bedding angle.Besides,the cohesion loss model was the most suitable for determining and estimating the residual strength of bedded rocks,which could provide more accurate theoretical guidance for the stability control of deep chambers. 展开更多
关键词 residual strength deep bedded sandstone whole life-cycle evolution process cohesion loss model rock mechanics
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Extending the social cohesion hypothesis:is group social structure associated with dispersal in yellow-bellied marmots(Marmota flaviventer)?
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作者 Sara A.Schneidman Conner S.Philson Daniel T.Blumstein 《Current Zoology》 SCIE CAS CSCD 2024年第6期714-720,共7页
Dispersal is an important individual decision which may influence individual fitness as well as population viability.The social cohesion hypothesis posits more social individuals remain at home,which is supported by p... Dispersal is an important individual decision which may influence individual fitness as well as population viability.The social cohesion hypothesis posits more social individuals remain at home,which is supported by prior work across taxa.However,how the sociality and connectivity of the group an individual resides in—their group social structure—relates to dispersal decisions has not been explored.We extend the social cohesion hypothesis to predict individuals residing in more social groups would remain at home,and we quantified the affiliative and agonistic social network structure of female yellow-bellied marmots(Marmota flaviventer),a facultatively social ground-dwelling squirrel,where about half of all females disperse.Using mixed-effects models,we found no support for the hypothesis that affiliative group structure explained any variation in a marmot’s decision to disperse.We did find marmots in groups with less agonistic centralization(around one or few individuals)were less likely to disperse.The former finding may result from limited ability to perceive group structure whereas the latter may reflect individuals in less agonistically centralized groups are less likely to be reproductively suppressed.These results suggest individual dispersal decisions are more impacted by individual sociality and not that of their social group.Thus,the social cohesion hypothesis may not scale to the level of the group.Further work is required to determine whether dispersal decisions in obligately social species are influenced by group social structure. 展开更多
关键词 dispersal social cohesion social relationships yellow-bellied marmot
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Coupled thermo-hydro-mechanical cohesive phase-field model for hydraulic fracturing in deep coal seams 被引量:1
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作者 Jianping LIU Zhaozhong YANG +2 位作者 Liangping YI Duo YI Xiaogang LI 《Applied Mathematics and Mechanics(English Edition)》 2025年第4期663-682,共20页
A coupled thermal-hydro-mechanical cohesive phase-field model for hydraulic fracturing in deep coal seams is presented.Heat exchange between the cold fluid and the hot rock is considered,and the thermal contribution t... A coupled thermal-hydro-mechanical cohesive phase-field model for hydraulic fracturing in deep coal seams is presented.Heat exchange between the cold fluid and the hot rock is considered,and the thermal contribution terms between the cold fluid and the hot rock are derived.Heat transfer obeys Fourier's law,and porosity is used to relate the thermodynamic parameters of the fracture and matrix domains.The net pressure difference between the fracture and the matrix is neglected,and thus the fluid flow is modeled by the unified fluid-governing equations.The evolution equations of porosity and Biot's coefficient during hydraulic fracturing are derived from their definitions.The effect of coal cleats is considered and modeled by Voronoi polygons,and this approach is shown to have high accuracy.The accuracy of the proposed model is verified by two sets of fracturing experiments in multilayer coal seams.Subsequently,the differences in fracture morphology,fluid pressure response,and fluid pressure distribution between direct fracturing of coal seams and indirect fracturing of shale interlayers are explored,and the effects of the cluster number and cluster spacing on fracture morphology for multi-cluster fracturing are also examined.The numerical results show that the proposed model is expected to be a powerful tool for the fracturing design and optimization of deep coalbed methane. 展开更多
关键词 phase-field method thermo-hydro-mechanical coupling indirect fracturing cohesive zone model deep coal seam
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基于扩展有限元法与cohesive模型的混凝土面板水力劈裂模拟
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作者 王璟 《中国水能及电气化》 2025年第6期11-17,共7页
混凝土面板作为大坝的主要防渗体,它的完整性对工程正常运行至关重要。若面板上的裂缝在水压力作用下不断延伸直至扩展,则会威胁到大坝结构的整体安全。文章利用扩展有限元法求解不连续问题的独特优势,模拟了水压力作用下混凝土面板中... 混凝土面板作为大坝的主要防渗体,它的完整性对工程正常运行至关重要。若面板上的裂缝在水压力作用下不断延伸直至扩展,则会威胁到大坝结构的整体安全。文章利用扩展有限元法求解不连续问题的独特优势,模拟了水压力作用下混凝土面板中单裂缝不同方位角的开裂过程,以及双裂缝的相互干扰过程,并结合cohesive黏聚力单元描述裂缝与内部天然裂缝相交的破坏行为。通过分析混凝土面板开裂时孔隙水压力以及位移的演化规律,验证该方法的有效性。结果表明,搭建的XFEM和cohesive模型平台具备模拟混凝土面板水力劈裂破坏的能力,可为试验过程提供一定的参考依据。 展开更多
关键词 混凝土面板堆石坝 cohesive单元 扩展有限元法 水力劈裂
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Effect of Asphalt and Cement Grout on Adhesive and Cohesive Failure Behavior of Semi-Flexible Pavement Materials
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作者 XIONG Zijia WANG Jingyuan +4 位作者 HONG Jinxiang ZHANG Lei GONG Minghui XU Zhenghong JIANG Lei 《Journal of Wuhan University of Technology(Materials Science)》 2025年第5期1297-1309,共13页
This study aims to investigate the failure modes at the interface of semi-flexible pavement(SFP)materials.The cohesive and wetting properties of asphalt materials,as well as two types of grout(early strength cement gr... This study aims to investigate the failure modes at the interface of semi-flexible pavement(SFP)materials.The cohesive and wetting properties of asphalt materials,as well as two types of grout(early strength cement grout-ELS and high strength cement grout-CHS),were evaluated through pull-out tests and contact angle experiments.The rheological properties of the grout/asphalt mortar were assessed using dynamic shear rheometer(DSR)testing.The interaction coefficient,complex shear modulus,and complex viscosity coefficients of the grout/asphalt mortar were calculated to analyze the interaction between the grout and asphalt.Failure modes were identified through image analysis of semi-circular bending test(SCB)specimens.Results indicate that ELS specimens exhibit a lower grout/asphalt interface failure ratio compared to CHS specimens,due to the superior wettability and interaction of ELS grout.As the temperature increases,the proportions of cement fracture and aggregate failure decrease,while the proportion of asphalt cohesive failure surfaces increases.Furthermore,the bonding strength of SBS-modified asphalt with the grout exceeds that of pure asphalt. 展开更多
关键词 semi-flexible pavement interface ADHESION cohesIVE failure mode
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Macro-micro tests of cohesive soil under varied normal and shear stresses subjected to drying-wetting cycles
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作者 Fangyue Luo Ga Zhang Yangping Yao 《Journal of Rock Mechanics and Geotechnical Engineering》 2025年第9期5893-5905,共13页
The mechanical behavior of cohesive soil is sensitized to drying-wetting cycles under confinements.However,the hydromechanical coupling effect has not been considered in current constitutive models.A macro-micro analy... The mechanical behavior of cohesive soil is sensitized to drying-wetting cycles under confinements.However,the hydromechanical coupling effect has not been considered in current constitutive models.A macro-micro analysis scheme is proposed in this paper to investigate the soil deformation behavior under the coupling of stress and drying-wetting cycles.A new device is developed based on CT(computerized tomography)workstation to apply certain normal and shear stresses on a soil specimen during drying-wetting cycles.A series of tests are conducted on a type of loess with various coupling of stress paths and drying-wetting cycles.At macroscopic level,stress sensor and laser sensor are used to acquire stress and strain,respectively.The shear and volumetric strain increase during the first few drying-wetting cycles and then become stable.The increase of the shear stress level or confining pressure would cause higher increase rate and the value of shear strain in the process of drying-wetting cycles.At microscopic level,the grayscale value(GSV)of CT scanning image is characterized as the proportion of soil particles to voids.A fabric state parameter is proposed to characterize soil microstructures under the influence of stress and drying-wetting cycle.Test results indicate that the macroand micro-responses show high consistence and relevance.The stress and drying-wetting cycles would both induce collapse of the soil microstructure,which dominants degradation of the soil mechanical properties.The evolution of the macro-mechanical property of soil exhibits a positive linear relationship with the micro-evolution of the fabric state parameter. 展开更多
关键词 cohesive soil Drying-wetting cycle Coupled loading Macro and micro test FABRIC
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Exploring the mechanism of cohesive cross-layer fracture in laminated shale
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作者 Lei Chen Haibo Wang +4 位作者 Guangqing Zhang Fengxia Li Tong Zhou Jia Cui Wei Sun 《Journal of Rock Mechanics and Geotechnical Engineering》 2025年第8期4966-4981,共16页
The development of geological lamination in shale reservoirs influences fracture propagation during hydraulic stimulation,and the fracture generation mechanism as it propagates through the laminated interface is close... The development of geological lamination in shale reservoirs influences fracture propagation during hydraulic stimulation,and the fracture generation mechanism as it propagates through the laminated interface is closely related to fracturing effects.In this paper,the laminated shale was selected to conduct three-point bending experiments using digital image correlation(DIC)and acoustic emission(AE)techniques,which revealed that the propagation path of cross-layer fractures exhibits dislocation features.The cohesive fracture mechanism of cross-layer fractures is investigated from the viewpoint of the fracture process zone(FPZ),which displays the characteristics of intermittence and dislocation during fracture development.A computational criterion for predicting the dislocation of cross-layer fracture at the interface is proposed,which shows that the maximum dislocation range does not exceed 72%of the FPZ length.Considering the mechanical differences between adjacent layers of laminated shale,the cohesive zone model of cross-layer fracture is discussed,from which the constitutive relationship and fracture energy during FPZ development are characterized,and the discontinuous nature of the constitutive relationship is found.This study improves the understanding of the geometry and cohesive fracture mechanism of the cross-layer fracture and provides valuable insights for field fracturing in shale reservoirs. 展开更多
关键词 Laminated shale Fracture process zone(FPZ) cohesive zone model Hydraulic fracturing Digital image correlation(DIC)
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Multi-scale Numerical Simulations for Crack Propagation in NiTi Shape Memory Alloys by Molecular Dynamics-based Cohesive Zone Model
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作者 LI Yunfei WANG Yuancen HE Qinshu 《Journal of Wuhan University of Technology(Materials Science)》 2025年第2期599-609,共11页
The multi-scale modeling combined with the cohesive zone model(CZM)and the molecular dynamics(MD)method were preformed to simulate the crack propagation in NiTi shape memory alloys(SMAs).The metallographic microscope ... The multi-scale modeling combined with the cohesive zone model(CZM)and the molecular dynamics(MD)method were preformed to simulate the crack propagation in NiTi shape memory alloys(SMAs).The metallographic microscope and image processing technology were employed to achieve a quantitative grain size distribution of NiTi alloys so as to provide experimental data for molecular dynamics modeling at the atomic scale.Considering the size effect of molecular dynamics model on material properties,a reasonable modeling size was provided by taking into account three characteristic dimensions from the perspective of macro,meso,and micro scales according to the Buckinghamπtheorem.Then,the corresponding MD simulation on deformation and fracture behavior was investigated to derive a parameterized traction-separation(T-S)law,and then it was embedded into cohesive elements of finite element software.Thus,the crack propagation behavior in NiTi alloys was reproduced by the finite element method(FEM).The experimental results show that the predicted initiation fracture toughness is in good agreement with experimental data.In addition,it is found that the dynamics initiation fracture toughness increases with decreasing grain size and increasing loading velocity. 展开更多
关键词 NiTi shape memory alloys multi-scale numerical simulation crack propagation the cohesive zone model molecular dynamics simulation
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Effect of slice scope on data slice-based class cohesion metrics 被引量:3
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作者 周毓明 徐宝文 《Journal of Southeast University(English Edition)》 EI CAS 2008年第2期174-177,共4页
This paper suggests that a single class rather than methods should be used as the slice scope to compute class cohesion. First, for a given attribute, the statements in all methods that last define the attribute are c... This paper suggests that a single class rather than methods should be used as the slice scope to compute class cohesion. First, for a given attribute, the statements in all methods that last define the attribute are computed. Then, the forward and backward data slices for this attribute are generated by using the class as the slice scope and are combined to compute the corresponding class data slice. Finally, the class cohesion is computed based on all class data slices for the attributes. Compared to traditional cohesion metrics that use methods as the slice scope, the proposed metrics that use a single class as slice scope take into account the possible interactions between the methods. The experimental results show that class cohesion can be more accurately measured when using the class as the slice scope. 展开更多
关键词 cohesion class data slice metrics OBJECT-ORIENTED
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Study on the Development of Urban Cohesion 被引量:1
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作者 李红 董超 《Journal of Landscape Research》 2010年第3期74-77,共4页
Urban cohesion is a new development phenomenon of urbanization, requires further study in both practices and theories. In this study, the connotation, development premise and existing problems of urbanization have bee... Urban cohesion is a new development phenomenon of urbanization, requires further study in both practices and theories. In this study, the connotation, development premise and existing problems of urbanization have been primarily explored, to obtain useful ideas. 展开更多
关键词 CONNOTATION PROBLEM STRATEGY Urban cohesion
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阐释《建设学习型城市北京宣言》的第一承诺——“Empowering Individuals and Promoting Social Cohesion”的意涵和践履 被引量:12
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作者 高志敏 《现代远程教育研究》 CSSCI 2014年第3期3-16,26,共15页
2013年10月"首届国际学习型城市大会"在北京隆重召开。102个国家的500多名代表一致通过了《建设学习型城市北京宣言》。其中有十二项承诺,而第一承诺便是"Empowering Individuals and Promoting Social Cohesion"(... 2013年10月"首届国际学习型城市大会"在北京隆重召开。102个国家的500多名代表一致通过了《建设学习型城市北京宣言》。其中有十二项承诺,而第一承诺便是"Empowering Individuals and Promoting Social Cohesion"(促进个体赋权增能和增强社会凝聚)。何谓"赋权增能"和"社会凝聚"不能从简单的汉译来理解,需从词源来准确辨析,更需要从政治学、社会学、法学、心理学等角度领略其深刻的内涵。"赋权增能"与"社会凝聚"有密切的内在联系,其指向目标、目的、效能等核心价值构成完整体系。学习型城市建设与"赋权增能"和"社会凝聚"有着高度的重要关联。在改革开放的今天,践履"第一承诺"已经成为我国唯一选择。怎样践履这一庄严承诺,《北京宣言》指出了基本路向,在表达教育机会、基本能力、社会参与、性别平等、贫富差距、社区建设等兑现承诺的特定语境中,充分揭示了《北京宣言》将"赋权增能"、"社会凝聚"作为第一承诺的理由和重要意义。这应是对《北京宣言》第一承诺的完整理解。 展开更多
关键词 北京宣言 赋权增能 社会凝聚 第一承诺 学习型城市建设
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基于JKR-Cohesion模型的湿颗粒松散堆积体滑坡模拟分析 被引量:8
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作者 赵梓彤 赵川 付成华 《人民珠江》 2016年第5期26-29,共4页
为深入研究湿颗粒松散堆积体滑坡的运动特征,提出采用JKR-Cohesion模型模拟湿颗粒堆积体的运动行为。基于离散单元法(DEM)建立了三维松散堆积体滑坡水槽模型,模拟堆积体整个运移过程,并将计算结果与干燥颗粒堆积体运动结果进行对比。计... 为深入研究湿颗粒松散堆积体滑坡的运动特征,提出采用JKR-Cohesion模型模拟湿颗粒堆积体的运动行为。基于离散单元法(DEM)建立了三维松散堆积体滑坡水槽模型,模拟堆积体整个运移过程,并将计算结果与干燥颗粒堆积体运动结果进行对比。计算结果表明:湿颗粒松散堆积体的运动受水的粘附力影响很大,相对于干燥颗粒,运动速度最大值更小,运动时间更短,且大部分颗粒堆积在坡面上;湿颗粒堆积体在运动过程中解体为小团体单独运动,而干燥颗粒运动连续性好,运动距离更远。提出的方法对于含水堆土的滑坡模拟有一定借鉴作用。 展开更多
关键词 颗粒 堆积体 JKR-cohesion 水槽模型 离散单元法
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Lexis Cohesion and English Reading
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作者 刘宁 宋晓忠 《Sino-US English Teaching》 2006年第6期21-24,共4页
This article discusses one of the important cohesion means—lexis cohesion, and applies it to English reading. This cohesion contributes to the improvement of reading ability for its immediateness and accessibility. I... This article discusses one of the important cohesion means—lexis cohesion, and applies it to English reading. This cohesion contributes to the improvement of reading ability for its immediateness and accessibility. It aims at specifying the potentials of the theory in English reading learning by analysis and exemplification. 展开更多
关键词 lexis cohesion COHERENCE READING
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浅议英语中的cohesion和coherence 被引量:5
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作者 卞正东 《四川外语学院学报》 2001年第4期90-93,共4页
衔接与连贯是语篇研究中的重要概念 ,它们是两个彼此不同而又相互关联的术语。衔接与连贯实现的途径不同。从广义衔接和狭义衔接两方面探讨了衔接实现的途径 ,从语境和语用两方面探讨了连贯的实现手段 ,从而提出衔接与连贯的划分标准。
关键词 衔接 连贯 翻译 语篇研究
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On Reference and Cohesion
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作者 樊家勇 卜小伟 《海外英语》 2010年第1X期89-91,共3页
In the study of textlinguistics,cohesion is one important subject. According Halliday and Hasan,cohesion can be achieved through two ways. One is lexical cohesion and the other is grammatical cohesion. Reference is on... In the study of textlinguistics,cohesion is one important subject. According Halliday and Hasan,cohesion can be achieved through two ways. One is lexical cohesion and the other is grammatical cohesion. Reference is one of the most important devices in grammatical cohesion. It can be divided into personal reference,demonstrative reference,and comparative reference. Some of these references can be used as cataphora,some can be used as anaphora and some can be used as both. Analysis and explanation as well as examples are provided in this paper to facilitate the reader's understanding and use of reference. 展开更多
关键词 REFERENCE cohesion demonstrative
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The System of Reference and Lexical Cohesion in Newspaper-An Example of Analyzing "Beijing and Shanghai in Race to Attract Top Foreign Talents"
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作者 蔡丹 《英语广场(学术研究)》 2012年第2期35-38,共4页
Discourse analysis is gaining its prominence in teaching reading. The paper presents an example of analyzing the system of reference and lexical cohesion of a news report. It demonstrates how to involve discourse anal... Discourse analysis is gaining its prominence in teaching reading. The paper presents an example of analyzing the system of reference and lexical cohesion of a news report. It demonstrates how to involve discourse analysis into the teaching of newspaper reading in order to make students get a clear framework of reference and lexical cohesion in a functional-grammar-conscious manner. 展开更多
关键词 REFERENCE lexical cohesion NEWSPAPER
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An Analysis of the Means of Cohesion in “of Studies” by Francis Bacon
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作者 徐文洋 《海外英语》 2014年第9X期253-254,共2页
This thesis aims to analyze the means of cohesion in"of Studies"by Francis Bacon.According to the systemic-functional linguistics,the paper is intended to explore cohesion means applied in Of Studies by Fran... This thesis aims to analyze the means of cohesion in"of Studies"by Francis Bacon.According to the systemic-functional linguistics,the paper is intended to explore cohesion means applied in Of Studies by Francis Bacon.It gives an account of the functions in grammatical cohesion in the several fields,they are reference,substitution,ellipsis,and conjunction respectively.Finally,it is expected that these analyses can help readers gain a better and deeper comprehension of the structure and content of the text. 展开更多
关键词 the THEORY of cohesion TEXT cohesIVE devices of st
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Cohesion in Writing of EFL Learners
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作者 谭鼎华 《海外英语》 2011年第8X期148-149,152,共3页
Cohesion tends to be denser and more noticeable in written discourse than in spoken discourse. A text will become problematic or is not easy to make sense to readers if any cohesion is troubled. The present paper is g... Cohesion tends to be denser and more noticeable in written discourse than in spoken discourse. A text will become problematic or is not easy to make sense to readers if any cohesion is troubled. The present paper is going to investigate cohesion in Chinese advanced learners' expository writing by comparing and analyzing the cohesive ties in two student writers' essays. 展开更多
关键词 cohesion cohesIVE TIES WRITING
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On Cohesion of I have a Dream
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作者 姬丽霞 郑斌 《科技信息》 2009年第26期I0125-I0126,共2页
Cohesion theory was proposed by Halliday and Hasan in 1976,and then developed by them in 1985.Through the analysis of cohesive devices of the famous speech I have a Dream from the aspects of grammatical cohesion,lexic... Cohesion theory was proposed by Halliday and Hasan in 1976,and then developed by them in 1985.Through the analysis of cohesive devices of the famous speech I have a Dream from the aspects of grammatical cohesion,lexical cohesion and parallelism,this paper proves that it not only functions as a device to make the text more compact,but could make the text more expressive and persuasive. 展开更多
关键词 语言学 演讲 翻译方法 英语
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基于Linear Cohesion模型的含水堆积体滑坡过程数值模拟 被引量:2
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作者 高道路 王林峰 《水资源与水工程学报》 CSCD 2020年第1期227-233,共7页
水通常是堆积体滑坡发生的触发因素,采用数值方法模拟堆积体滑坡时加入水的液桥力有助于提高计算结果的合理性。为了研究含水堆积体滑坡过程的各项运动特性,提出采用Linear Cohesion接触模型模拟含水湿润状态下松散堆积体滑坡的运动过程... 水通常是堆积体滑坡发生的触发因素,采用数值方法模拟堆积体滑坡时加入水的液桥力有助于提高计算结果的合理性。为了研究含水堆积体滑坡过程的各项运动特性,提出采用Linear Cohesion接触模型模拟含水湿润状态下松散堆积体滑坡的运动过程,利用离散元程序EDEM 2017建立了含水堆积体滑坡水槽数值模型,计算堆积体从失稳-滑动-堆积整个运动过程。结果表明:能量密度k是Linear Cohesion模型模拟含水堆积体滑坡的关键参数;当k<5000 J/m^3时,随着能量密度值逐渐增大,堆积体滑动过程的流动性越来越小,最大平均速度值和最大动能越大,当k≥5000 J/m^3时,含水堆积体的各项滑动特征变化不明显;较小能量密度的湿颗粒堆积体在滑动过程中结构体易发生破坏,形成的颗粒群流动性更强,滑动距离更远,扩大了滑坡灾害的影响范围。相关研究成果对今后类似的含水堆积体滑坡灾害的预测和评估有一定参考价值。 展开更多
关键词 滑坡 含水堆积体 Linear cohesion接触模型 离散单元法(EDEM) 能量密度 液桥力
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