节理岩体各向异性特性：理论、试验与数值分析
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作者王培涛 张英 谭文辉 著
出版社中国建筑工业
ISBN9787112287628
出版时间2023-01
装帧平装
开本其他
定价118元
货号31928642
上书时间2024-05-01
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目录
Chapter 1 Overview
Chapter 2 On the Modelling of the Three-dimensional Point Cloud Based on the Binocular Stereovision and Structures Identification
Chapter 3 Semi-automatic Discontinuity Identification of Geometric Information Using 3D Point Clouds
Chapter 4 Theoretical Investigation of Deformation Characteristics of Stratified Rocks Considering Geometric and Mechanical Variability
Chapter 5 Characterization on Jointed Rock Masses Based on PFC2D
Chapter 6 Scale Effect on Elasticity, Strength and Failure Pattern of Jointed Rock under Uniaxial Compression
Chapter 7 Evaluation of the Anisotropy and Directionality of a Jointed Rock Mass under Numerical Direct Shear Tests
Chapter 8 Anisotropy and Directionality of Tensile Behaviours of a Jointed Rock Mass Subjected to Numerical Brazilian Tests
Chapter 9 A Digital Image Based Discrete Fracture Network Model and Its Numerical Investigation of Direct Shear Tests
Chapter 10 Influence of Joint Geometry and Roughness on the Multiscale Shear Behaviour of Fractured Rock Mass Using Particle Flow Code
Chapter 11 Anisotropic Mechanical Properties of Surrounding Layered Rocks under Excavation Considering the Joint Roughness
Chapter 12 A Rough Discrete Fracture Network Model for Geometrical Modeling of Jointed Rock Masses and the Anisotropic Behaviours
Chapter 13 Characterization Method of Complex Rough Discrete Fracture Network Models and Mechanical Behaviour
Chapter 14 Shear Behavior of Synthetic Rough Jointed Rock Mass with 3D-printed Jointing
Chapter 15 Anisotropic Mechanical Properties of Stratified Rock Slope: An Experimental Study and Numerical Simulation
Chapter 16 Anisotropic Characteristics of Jointed Rock Mass: A Case Study at Shirengou Iron Ore Mine in China
Chapter 17 A Model of Anisotropic Property of Seepage and Stress for Jointed Rock Mass
Chapter 18 Deformational Behavior of Underground Opening Using a Stress-seepage Coupled Model Considering Anisotropic Characteristics
Chapter 19 Anisotropic Behavior of the Seepage-stress Coupling Mechanical Model of Coal Pillars of Underground Reservoirs
内容摘要
Theauthorsintroducethemethodologiesandresultsabouttheidentificationofstructureplanes,characterizationofdiscretefracturenetworkmodels,anisotropicbehaviorofjointedrockmass,andtheanisotropicpropertiesofrockengineeringincludingslopeandrocktunnels.Manyadvancedtechnologieswereappliedduringtheresearch,suchasthedigitalphotogrammetry,3Dprintingtechnology,andlaserscanningtechnology.Numericalmethods,includingtheparticleflowcode(PFC)andCOMSOLMultiphysics,wereusedtostudythecomplexfailuremodesofthejointedrockmass.Thisbookisprimarilyaimedatstudentsandresearchersstudyingthejointedrockmassmechanics.Wehoperesearchersfindthistextusefulinhelpingthemunderstandthestateoftheartandtheopportunitiesforfurtherresearch.本书介绍了岩体结构面识别、离散裂隙网络模型表征、节理岩体的各向异性行为以及边坡和地下工程等岩石工程的各向异性力学特性的研究方法和主要成果。在本书中应用了许多目前比较先进的技术，如数字摄影测量技术、3D打印技术、激光扫描技术等，采用颗粒流离散单元方法和有限元分析等数值方法研究了节理岩体的复杂破坏模式。本书主要适用于研究节理岩体力学的本科生和研究生以及科研人员。希望本书有助于他们了解节理岩体各向异性力学特性研究的现状和未来研究进展。
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