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Mechanical Properties of Soil-Rock Mixture Filling in Fault Zone Based on Mesostructure

Computer Modeling in Engineering & Sciences 2022年第8期132卷 681-705页

作者： Mei Tao Qingwen Ren hanbing bian Maosen Cao Yun Jia Department of Engineering Mechanics Hohai UniversityNanjing210098China Laboratoire de Genie Civil et g´eo-Environnement Universite de LilleLille59000France Laboratoire de Mecanique MultiphysiqueMulti-´echelleUniversite de LilleLille59000France

Soil-rock mixture(SRM)filling in fault zone is an inhomogeneous geomaterial,which is composed of soil and rock block.It controls the deformation and stability of the abutment and dam foundation,and threatens the long-term safety of high arch dams.To study the macroscopic and mesoscopic mechanical properties of SRM,the development of a viable mesoscopic numerical simulation method with a mesoscopic model generation technology,and a reasonable parametric model is crucially desired to overcome the limitations of experimental conditions,specimen dimensions,and experiment fund.To this end,this study presents a mesoscopic numerical method for simulating the mechanical behavior of SRM by proposing mesoscopic model generation technology based on its mesostructure features,and a rock parameter model considering size effect.The validity and rationality of the presented mesoscopic numerical method is experimentally verified by the triaxial compression tests with different rock block contents(RBC).The results indicate that the rock block can increase the strength of SRM,and it is proved that the random generation technique and the rock parameter model considering size effect are validated.Furthermore,there are multiple failure surfaces for inhomogeneous geomaterial of SRM,and the angle of the failure zone is no longer 45◦.The yielding zones of the specimen are more likely to occur in thin sections of soil matrix isolated by blocks with the failure path avoiding the rock block.The proposed numerical method is effective to investigate the meso-damage mechanism of SRM.

关键词： Soil-rock mixture(SRM) triaxial compression tests random generation technique mesostructure rock parameter model size effect finite element method

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A coupled elastoplastic and visco-plastic damage model for hard clay and its application for the underground gallery excavation

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Underground Space 2017年第1期2卷 60-72页

作者： hanbing bian Xiaotian Zhang Jianfu Shao Department of Geotechnical Engineering School of Civil EngineeringTongji UniversityShanghai 200092China LEM3 UMR CNRS 7239 Universite de LorraineIle du Saulcy57045 MetzFrance College of Civil and Transportation Engineering Hohai UniversityNanjing 210098China Polytech’Lille Universite de Lille 1Cite scientifique59655 Villeneuve d’AscqFrance

The numerical modelling of the excavation of an underground gallery in hard clay has been discussed in current article.A constitutive model is proposed to describe poromechanical behaviour of the hard clay.The main features of the hard clay observed in laboratory and in-situ experimental investigation have been taken into account in the proposed constitutive model,in particular the plastic deformation,the visco-plastic deformation,the damage,etc.The influence of the initial in-situ stress and the pore pressure has been taken into consideration.The numerical modelling of the underground excavation has been implemented by using a fully coupled hydro-mechanical finite element calculation code.The performance of the model is examined by comparing numerical simulations with in situ measurements.The proposed model and the calculation procedure for the modelling of the excavation of an underground gallery have the capacity to reproduce well the excavation damaged/distributed zone and other main features and phenomena observed during the excavation process.However,the in-situ observed convergence could not be reproduced correctly.More effort on the discontinuous problem should be made for the reproduce the observed convergence.

关键词： Full coupled hydro-mechanical processes Elasto-plastic-damage model Visco-plastic model Underground excavation

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Influence of soil saturation on the free field response of liquefiable soils

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Underground Space 2017年第1期2卷 30-37页

作者： hanbing bian Isam Shahrour Yun Jia Department of Geotechnical Engineering School of Civil EngineeringTongji UniversityShanghai 200092China LEM3 UMR CNRS 7239 Universite de LorraineIle du Saulcy57045 MetzFrance Laboratoire de Genie Civil et geo-Environnement Universite de Lille59650 Villeneuve d’AscqFrance Laboratoire de Mecanique de Lille Universitede Lille59650 Villeneuve d’AscqFrance

The present paper presents analysis of the influence of the soil saturation on the free-field response of liquefiable soils.Analyses are conducted using a finite element program developed for partially saturated soils subjected to cyclic loading.The performances of the proposed model are analysed by simulation of undrained triaxial tests with different water saturations.The finite element program is then used for the analysis of the influences of the soil saturation,density and position of the water table on the liquefaction of a soil layer subjected to cyclic loading.Results show that the soil saturation significantly affects the liquefaction of partially saturated sandy layers.The decrease in the soil saturation results in a reduction of liquefaction risk.

关键词： Free field Liquefaction Dynamic Cyclic loading Seismic Numerical

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Smart technology applications for the optimal management of underground facilities

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Underground Space 2021年第5期6卷 551-559页

作者： Isam Shahrour hanbing bian Xiongyao Xie Zixin Zhang School of Civil Engineering Tongji UniversityShanghai 200092China Laboratoire de Genie Civil et geo-Environnement Universite de LilleLille 59000France

This study centers on the use of smart technology to improve the lifecycle management of underground facilities.It presents a comprehensive digital solution that addresses the challenges of underground facilities,particularly those related to the extensive use of underground space,as well as the requirements for safety,sustainability,and quality of services.The proposed solution emerged from discussions with experts,companies,and cities involved in the design,construction,and management of underground facilities.In this paper,we first discuss the major challenges of underground facilities,then,we present the development of a smart solution to address these challenges.This study demonstrates a promising perspective for the use of smart technology in the optimal management of underground facilities,and paves the way for its implementation.

关键词： Artificial intelligence Lifecycle Safety Smart city Maintenance Smart technology Underground facilities

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Effect of initial gravimetric water content and cyclic wetting-drying on soil-water characteristic curves of disintegrated carbonaceous mudstone

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Transportation Safety and Environment 2019年第3期1卷 230-240页

作者： Ling Zeng Fan Li Jie Liu Qianfeng Gao hanbing bian School of Civil Engineering Changsha University of Science&Technology School of Traffic&Transportation Engineering Changsha University of Science&Technology Laboratoire de Génie Civil et géo-Environnement Universitéde Lille

The soil-water characteristic curve(SWCC)is often used to estimate unsaturated soil properties(e.***.strength,permeability,volume change,solute and thermal diffusivity).The SWCC of soil samples is significantly affected by cyclic wetting-drying.To examine how water content and cyclic wetting-drying affect the SWCC of disintegrated carbonaceous mudstone(DCM),SWCC tests were implemented using a pressure-plate apparatus.In addition,SWCC models for DCM considering the initial gravimetric water content and cyclic wetting-drying were developed.The test results showed that the volumetric water content(θ)of the DCM first decreased rapidly and then became stable as matric suction(s)increased.The initial water content affected the SWCC by altering the pore structure of the DCM.For a given number of wetting-drying cycles,the higher the initial water content,the higher the stabilizedθ.At a given s value,θdecreased as the number of wetting-drying cycles increased,which suggests that cyclic wetting-drying reduces the water-holding capacity of DCM.The Gardner model for DCM was constructed considering initial water content and cyclic wetting-drying,and was effective at describing and predicting the SWCC model for DCM.

关键词： embankment engineering disintegrated carbonaceous mudstone soil-water characteristic curve initial gravimetric water content cyclic wetting-drying

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击实和三轴压缩条件下炭质泥岩的颗粒破碎及力学响应研究

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中南大学学报（自然科学版） 2024年第3期55卷 1120-1131页

作者：刘琼曾铃查焕奕陈佳艳卞汉兵长沙理工大学土木工程学院湖南长沙410114 长沙理工大学交通运输工程学院湖南长沙410114 法国里尔大学土木工程与岩土环境工程实验室法国里尔59000

为充分认识炭质泥岩的颗粒破碎行为及力学特性,对不同粗粒质量分数的炭质泥岩在最佳击实状态下的破碎程度进行三轴剪切试验,分析粗粒质量分数对炭质泥岩粒径级配及力学性能的影响规律,明确炭质泥岩颗粒破碎与围压、粗粒质量分数间的关... 详细信息

为充分认识炭质泥岩的颗粒破碎行为及力学特性,对不同粗粒质量分数的炭质泥岩在最佳击实状态下的破碎程度进行三轴剪切试验,分析粗粒质量分数对炭质泥岩粒径级配及力学性能的影响规律,明确炭质泥岩颗粒破碎与围压、粗粒质量分数间的关系。研究结果表明:在压实过程中,炭质泥岩存在明显的颗粒破碎现象,且粗粒质量分数越高,其颗粒破碎越明显;炭质泥岩的水敏性远大于硬质岩的土石混合体的水敏性,击实曲线更陡峭,且在粗粒质量分数为60%时具有最佳的击实状态;随着粗粒质量分数增大,炭质泥岩的抗剪强度呈现出先增长后减小的趋势,且在粗粒质量分数为60%时黏聚力达到最大,内摩擦角与粗粒质量分数呈负相关;当粗粒质量分数较小时,炭质泥岩抗剪强度主要由细粒间的黏聚力及粗粒与细粒间的咬合力提供,粗粒破碎较少;随着粗粒质量分数增大,试样中颗粒破碎现象更明显,颗粒间重新分布和咬合使其内摩擦力逐渐增大,抗剪强度由粗粒破碎及粗粒与细粒间的咬合力提供,细粒间的黏聚力较小;炭质泥岩的颗粒相对破碎率随围压、粗粒质量分数的增大而增大,且相对破碎率与粗粒质量分数和围压之间存在非线性关系。

关键词：路堤工程炭质泥岩颗粒破碎力学特性相对破碎率

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湿热力作用下粉砂质泥岩开裂特性研究

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湖南大学学报（自然科学版） 2024年第1期51卷 126-136页

作者：曾铃郭雨查焕奕高乾丰黎繁卞汉兵桥梁工程安全控制教育部重点实验室(长沙理工大学) 湖南长沙410114 长沙理工大学土木工程学院湖南长沙410114 长沙理工大学交通运输工程学院湖南长沙410114

为探究湿热力作用下粉砂质泥岩的开裂特性,开展裂隙演化试验,得到湿热力单因素及多因素耦合循环作用下粉砂质泥岩的裂隙演化规律,同时利用X射线衍射、扫描电镜研究其微观结构变化特征,分析宏观和微观试验结果关联性,揭示湿热力作用下粉... 详细信息

为探究湿热力作用下粉砂质泥岩的开裂特性,开展裂隙演化试验,得到湿热力单因素及多因素耦合循环作用下粉砂质泥岩的裂隙演化规律,同时利用X射线衍射、扫描电镜研究其微观结构变化特征,分析宏观和微观试验结果关联性,揭示湿热力作用下粉砂质泥岩裂隙扩展机制.研究结果表明:粉砂质泥岩裂隙发育表现为增长-平缓趋势;在单因素循环作用中,湿度循环(浸水~烘干)最易造成粉砂质泥岩开裂,温度循环(5~60℃)次之,荷载循环(0~50 kPa)最弱;在多因素耦合循环作用中,裂隙发育程度排序为:湿热力>湿热>湿力>热力,验证了湿度循环致裂性最强的结论.湿热力耦合循环作用15次后裂隙率达0.92%,裂隙条数增至30条,平均长度延伸至60.58 mm,而平均宽度稳定在0.47 mm左右.孔隙率与裂隙率的灰关联度最大,为0.813,即微观结构变化中孔隙发育与裂隙扩展的关联程度最大.湿热力耦合循环作用中,湿度循环引起黏土矿物晶层间距变化,导致颗粒破碎、孔隙扩张形成微裂隙,温度循环使试样产生差异性热应力、水分分布,促使微裂隙发育贯通,荷载作用增加尖端应力,最终导致裂隙网络形成.

关键词：边坡工程粉砂质泥岩湿热力作用裂隙发育微观结构

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Research progress on ecological protection technology of highway slope: status and challenges

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Transportation Safety and Environment 2020年第1期2卷 3-17页

作者： Hongyuan Fu Huanyi Zha Ling Zeng Caiying Chen Chuankun Jia hanbing bian School of Civil Engineering Changsha University of Science&TechnologyChangsha HunanChina School of Traffic&Transportation Engineering Changsha University of Science&TechnologyChangsha HunanChina College of Materials Science and Engineering Changsha University of Science&TechnologyChangsha HunanChina Laboratory of Civil Engineering and geo-Environment Lille UniversityEA 4515 LGCgEF-59000 LilleFrance

Slope protection has always been a major concern in highway construction and later operation.Ecological protection technology is widely used in highway slope,which takes into account functions of protection,ecology,and landscape.Ecological protection technology is mainly to improve the stability of the slope through the combination of supporting structure and plants,and vegetation restoration can reduce the negative impact of highway construction.In this paper,the latest research progress of ecological protection technology was first reviewed to identify the main construction process and types,which revealed the protection mechanism of ecological protection technology.The comprehensive benefits of ecological slope protection technology were analysed from the aspects of air,water circulation,landscape and biodiversity.It has found that ecological protection technology of highway slope mainly forms the atmosphere-plant-soil system.Ecological protection technology of highway slope improved the stability of the slope through the supporting structure and the anchoring effect of plant roots.And the restoration of the surface vegetation on the slope promoted the photosynthesis and transpiration of plants and purifies the air quality along the highway.Ecological protection technology of highway slope could quickly restore the ecological balance,overall landscape and biodiversity of the region.

关键词： ecological protection protection mechanism ecosystem biodiversity overall benefit

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Long-wave instabilities

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Science China Mathematics 2024年第8期67卷 1761-1776页

作者： Dongfen bian Emmanuel Grenier School of Mathematics and Statistics Beijing Institute of Technology Unité de Mathématiques Pures et Appliquées CNRS UMR 5669école Normale Supérieure de Lyon

This paper aims to give a detailed presentation of long-wave instabilities of shear layers for NavierStokes equations, and in particular to give a simple and easy-to-read presentation of the study of the OrrSommerfeld equation and to detail the analysis of its adjoint. Using these analyses, we prove the existence of long-wave instabilities in the cases of slowly rotating fuids, slightly compressible fuids, or fuids with Navier boundary conditions, under smallness conditions.

关键词： Navier-Stokes equations boundary layers Prandtl equations

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Na^(+)/K^(+)-ATPase:ion pump,signal transducer,or cytoprotective protein,and novel biological functions

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Neural Regeneration Research 2024年第12期19卷 2684-2697页

作者： Songqiang Huang Wanting Dong Xiaoqian Lin Jinsong bian Department of Pharmacology Joint Laboratory of Guangdong-Hong Kong Universities for Vascular Homeostasis and DiseasesSchool of MedicineSouthern University of Science and TechnologyShenzhenGuangdong ProvinceChina Department of Pharmacology School of Basic MedicineTongji Medical CollegeHuazhong University of Science and TechnologyWuhanHubei ProvinceChina

Na^(+)/K^(+)-ATPase is a transmembrane protein that has important roles in the maintenance of electrochemical gradients across cell membranes by transporting three Na^(+)out of and two K^(+)into cells.Additionally,Na^(+)/K^(+)-ATPase participates in Ca^(2+)-signaling transduction and neurotransmitter release by coordinating the ion concentration gradient across the cell membrane.Na^(+)/K^(+)-ATPase works synergistically with multiple ion channels in the cell membrane to form a dynamic network of ion homeostatic regulation and affects cellular communication by regulating chemical signals and the ion balance among different types of cells.Therefo re,it is not surprising that Na^(+)/K^(+)-ATPase dysfunction has emerged as a risk factor for a variety of neurological diseases.However,published studies have so far only elucidated the important roles of Na^(+)/K^(+)-ATPase dysfunction in disease development,and we are lacking detailed mechanisms to clarify how Na^(+)/K^(+)-ATPase affects cell function.Our recent studies revealed that membrane loss of Na^(+)/K^(+)-ATPase is a key mechanism in many neurological disorders,particularly stroke and Parkinson's disease.Stabilization of plasma membrane Na^(+)/K^(+)-ATPase with an antibody is a novel strategy to treat these diseases.For this reason,Na^(+)/K^(+)-ATPase acts not only as a simple ion pump but also as a sensor/regulator or cytoprotective protein,participating in signal transduction such as neuronal autophagy and apoptosis,and glial cell migration.Thus,the present review attempts to summarize the novel biological functions of Na^(+)/K^(+)-ATPase and Na^(+)/K^(+)-ATPase-related pathogenesis.The potential for novel strategies to treat Na^(+)/K^(+)-ATPase-related brain diseases will also be discussed.

关键词： antibody biological functions cellular communication electrochemical gradient ion balance ion channels Na^(+)/K^(+)-ATPase neurological diseases neurotransmitter release signal transduction

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