| 构造地质学现代建模和力学原理 |
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2020-07-24 00:00:00 |
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构造地质学现代建模和力学原理 本书特色
波拉德、雷蒙德所*的《构造地质学(现代建模 和力学原理)》提供了一个现代的定量化方法来研究 地质构造。在传统内容基础上，突出了定量描述方法 论，几何学和运动学方法。本书介绍了微分几何学地 质建模；综合了常规的地图空间信息和赤平投影方向 数据建模，为地质构造的重现提供了一个有效手段。
本书适用于高校地质学相关学科教师、高年级本 科生和研究生，地矿部门研究机构相关研究人员，特 别是构造地质学、地球物理学、岩石力学和岩土工程 等领域研究人员。
构造地质学现代建模和力学原理 目录
prefaceacknowledgmentschapter 1 motivations and opportunities 1.1 earthquake hazards in southern california 1.2 radar lineaments on venus 1.3 faulting in a north sea hydrocarbon reservoir 1.4 anticracks in southern france 1.5 mountain building on the colorado plateau 1.6 concluding remarkschapter 2 structural mapping techniques and tools 2.1 geographic coordinates and map projections 2.2 local coordinates and position vectors 2.3 orientations of structural elements 2.4 structural mapping using gps technology 2.5 concluding remarkschapter 3 characterizing structures using differential geometry 3.1 the concept and description of lineations 3.2 the concept and description of curved surfaces 3.3 applications of differential geometry to structural geology 3.4 concluding remarkschapter 4 physical quantities, fields, dimensions, and scaling 4.1 physical quantities and the continuum 4.2 physical dimensions and dimensional analysis 4.3 dimensionless groups and the scaling of structural processes 4.4 scaled laboratory models 4.5 concluding remarkschapter 5 deformation and flow 5.1 rock deformation: some observations and a simple description 5.2 evolving geometry of a structure: kinematic models, velocity models, and deformation 5.3 relation between deformation and velocity fields 5.4 velocity fields: the instantaneous state of motion 5.5 general results 5.6 concluding remarkschapter 6 force, traction, and stress 6.1 concepts of force and traction 6.2 concept and analysis of stress 6.3 state of stress in the earth 6.4 concluding remarkschapter 7 conservation of mass and momentum 7.1 particle dynamics 7.2 rigid-body dynamics and statics 7.3 conservation of mass and momentum in a deformable continuum 7.4 field equations for the elastic solid and viscous fluid 7.5 concluding remarkschapter 8 elastic deformation 8.1 estimating rock properties from geological field tests 8.2 the idealized elastic material 8.3 quasi-static displacement boundary value problems 8.4 quasi-static traction boundary value problems 8.5 elastic properties from laboratory and engineering field tests 8.6 elastic heterogeneity and anisotropy 8.7 concluding remarkschapter 9 brittle behavior 9.1 brittle deformation in the laboratory and in the field 9.2 strength of laboratory samples 9.3 brittle failure in a field of homogeneous stress 9.4 brittle failure in a field of heterogeneous stress 9.5 fracture propagation and fault growth 9.6 concluding remarkschapter 10 viscous flow 10.1 rock deformation by viscous flow 10.2 constitutive relations for isotropic viscous fluids 10.3 plane and antiplane flow 10.4 viscous flow in layers: mullions and folds 10.5 how of anisotropic viscous fluids 10.6 concluding remarkschapter 11 rheological behavior 11.1 departures from linear viscous flow 11.2 boudinage and the non-linear power-law fluid 11.3 coupling of viscous flow and macroscopic dittusional transport 11.4 continuum properties of composite materials 11.5 anisotropic fluids and internal instability 11.6 concluding remarkschapter 12 model development and methodology 12.1 idealization of field observations 12.2 selection of general boundary conditions 12.3 a methodology for the practice of structural geology 12.4 concluding remarksreferencesindex
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