Soil Mechanics课程：前往报名学习
Soil mechanics is a professional basic course that uses mechanics and geotechnical testing techniques to study the engineering properties of soil.
开设学校：西安交通大学；学科：工学、
Soil mechanics is a professional basic course that uses mechanics and geotechnical testing techniques to study the engineering properties of soil.
-0.1Introduction
-0.1Test
-Exercises
-1.1Guideline
-1.1Test
-1.2Soil generation
-1.2Test
-1.3.1Soil solid particles
-1.3.1Test
-1.3.2Particle size distribution curves of soil
--1.3.2Particle size distribution curves of soil
-1.3.2Test
-1.4Soil fabric and structure
--1.4Soil fabric and structure
-1.4Test
-1.5.1Three phase physical property index of soil
--1.5.1Three phase physical property index of soil
-1.5.1Test
-1.5.2Conversion formula between physical property indexes
--1.5.2Conversion formula between physical property indexes
-1.5.2Test
-1.6Characteristics of cohesionless soil
--1.6Characteristics of cohesionless soil
-1.6Test
-1.7characteristics of cohesive soil
--1.7characteristics of cohesive soil
-1.7Test
-1.8Soil compaction
-1.8Test
-1.9 Engineering classification of soils
--1.9 Engineering classification of soils
-1.9Test
-1.10Summary
-1.10Test
-Exercises
-References & Acknowledgements
-2.1Guideline
-2.1Test
-2.2Capillary phenomena of soil
--2.2Capillary phenomena of soil
-2.2Test
-2.3Soil permeability and groundwater movement
--2.3Soil permeability and groundwater movement
-2.3Test
-2.4Darcy’s law and its applicability
--2.4Darcy’s law and its applicability
-2.4Test
-2.5.1Determination of permeability coefficient
--2.5.1Determination of permeability coefficient
-2.5.1Test
-2.5.2Determination of permeability coefficient of layered soil
--2.5.2Determination of permeability coefficient of layered soil
-2.5.2Test
-2.6Seepage force and critical hydraulic gradient
--2.6Seepage force and critical hydraulic gradient
-2.6Test
-2.7Quicksand phenomenon
-2.7Test
-2.8.1Pore water pressure and effective stress in saturated soil
--2.8.1Pore water pressure and effective stress in saturated soil
-2.8.1Test
-2.8.2Pore water pressure and effective stress under seepage
--2.8.2Pore water pressure and effective stress under seepage
-2.8.2Test
-2.9Summary
-2.9Test
-Exercises
-References & Acknowledgements
-3.1Guideline
-3.1Test
-3.2State of stress in soil
-3.2Test
-3.3Stresses due to self-weight
--3.3Stresses due to self-weight
-3.3Test
-3.4Effective stress principle
--3.4Effective stress principle
-3.4Test
-3.5.1Foundation undersurface pressure distribution
--3.5.1 Foundation undersurface pressure distribution
-3.5.1Test
-3.5.2Simplified calculation of foundation undersurface pressure
--3.5.2 Simplified calculation of foundation undersurface pressure
-3.5.2Test
-3.5.3Calculation of foundation undersurface additional pressure
--3.5.3Calculation of foundation undersurface additional pressure
-3.5.3Test
-3.6.1Additional stress in ground base under vertical concentrated load
--3.6.1Additional stress in ground base under vertical concentrated load
-3.6.1Test
-3.6.2Additional stress beneath a rectangular foundation due to a vertical uniform load
--3.6.2Additional stress beneath a rectangular foundation due to a vertical uniform load
-3.6.2Test
-3.6.3 Additional stress beneath a rectangular foundation due to a vertical triangular load
--3.6.3Additional stress beneath a rectangular foundation due to a vertical triangular load
-3.6.3Test
-3.7.1Additional stress beneath a strip foundation under vertical uniform load
--3.7.1Additional stress beneath a strip foundation under vertical uniform load
-3.7.1Test
-3.7.2Additional stress beneath a strip foundation under vertical triangular load
--3.7.2Additional stress beneath a strip foundation under vertical triangular load
-3.7.2Test
-3.8Summary
-3.8Test
-Exercises
-References & Acknowledgements
-4.1Guideline
-4.1Test
-4.2.1Soil compressibility
-4.2.1Test
-4.2.2Oedometer test
-4.2.2Test
-4.2.3Soil compressibility parameters
--4.2.3Soil compressibility parameters
-4.2.3Test
-4.3 In-situ testing of soil compressibility
--4.3 In-situ testing of soil compressibility
-4.3Test
-4.4.1 Calculation principle of layer-wise summation method
--4.4.1 Calculation principle of layer-wise summation method
-4.4.1Test
-4.4.2 Calculation method of layer-wise summation method
--4.4.2 Calculation method of layer-wise summation method
-4.4.2Test
-4.5.1 Rebounding curve and recompression curve of soil
--4.5.1 Rebounding curve and recompression curve of soil
-4.5.1Test
-4.5.2 Stress history of natural soil
--4.5.2 Stress history of natural soil
-4.5.2Test
-4.6.1 Consolidation of saturated soil
--4.6.1 Consolidation of saturated soil
-4.6.1 Test
-4.6.2 One dimensional consolidation theory of saturated soil
--4.6.2 One dimensional consolidation theory of saturated soil
-4.6.2Test
-4.7Summary
-4.7Test
-Exercises
-References & Acknowledgements
-5.1Guideline
-5.1Test
-5.2 Shear strength
-5.2Test
-5.3.1 Direct shear test
-5.3.1Test
-5.3.2 Principle of triaxial shear test
--5.3.2 Principle of triaxial shear test
-5.3.2Test
-5.3.3 Types of the triaxial shear test
--5.3.3 Types of the triaxial shear test
-5.3.3Test
-5.4.1 Mohr-Coulomb shear strength theory
--5.4.1 Mohr-Coulomb shear strength theory
-5.4.1Test
-5.4.2 Limit equilibrium condition of soil
--5.4.2 Limit equilibrium condition of soil
-5.4.2Test
-5.4.3 Application of Mohr-Coulomb shear strength theory
--5.4.3 Application of Mohr-Coulomb shear strength theory
-5.4.3Test
-5.5.1 Unconsolidated undrained shear strength
--5.5.1 Unconsolidated undrained shear strength
-5.5.1Test
-5.5.2 Consolidated undrained and consolidated drained shear strength
--5.5.2 Consolidated undrained and consolidated drained shear strength
-5.5.2Test
-5.6Summary
-5.6Test
-Exercises
-References & Acknowledgements
-6.1Guideline
-6.1Test
-6.2.1 Basic concept of subsoil deformation and stability
--6.2.1 Basic concept of subsoil deformation and stability
-6.2.1Test
-6.2.2 Basic failure modes of subgrade
--6.2.2 Basic failure modes of subgrade
-6.2.2Test
-6.3.1 Critical edge pressure
--6.3.1 Critical edge pressure
-6.3.1Test
-6.3.2 Bearing capacity of the finite plastic zone depth
--6.3.2 Bearing capacity of the finite plastic zone depth
-6.3.2Test
-6.4 Prandtl’s ultimate bearing capacity
--6.4 Prandtl’s ultimate bearing capacity
-6.4Test
-6.5 Modification of Prandtl’s ultimate bearing capacity
--6.5 Modification of Prandtl’s ultimate bearing capacity
-6.5Test
-6.6 Terzaghi’s ultimate bearing capacity
--6.6 Terzaghi’s ultimate bearing capacity
-6.6Test
-6.7 Determining bearing capacity according to code for design of building foundation
--6.7 Determining bearing capacity according to code for design of building foundation
-6.7Test
-6.8 Determining bearing capacity according to field test
--6.8 Determining bearing capacity according to field test
-6.8Test
-6.9Summary
-6.9Test
-Exercises
-References & Acknowledgements
-7.1Guideline
-7.1Test
-7.2.1 Basic concept of soil slope stability
--7.2.1 Basic concept of soil slope stability
-7.2.1Test
-7.2.2 Influence factors of slope stability
--7.2.2 Influence factors of slope stability
-7.2.2Test
-7.3.1 Stability analysis of cohesionless soil slope
--7.3.1 Stability analysis of cohesionless soil slope
-7.3.1Test
-7.3.2 Stability analysis of cohesionless soil slope with seepage flow
--7.3.2 Stability analysis of cohesionless soil slope with seepage flow
-7.3.2Test
-7.4.1 Integral circular slip surface method
--7.4.1 Integral circular slip surface method
-7.4.1Test
-7.4.2 Stability number method
--7.4.2 Stability number method
-7.4.2Test
-7.5.1 Basic concepts of Swedish strip slice method
--7.5.1 Basic concepts of Swedish strip slice method
-7.5.1Test
-7.5.2 Calculation formula of Swedish strip slice method
--7.5.2 Calculation formula of Swedish strip slice method
-7.5.2Test
-7.6 Bishop method with a circular slip surface
--7.6 Bishop method with a circular slip surface
-7.6Test
-7.7Summary
-7.7Test
-Exercises
-References & Acknowledgements
-8.1Guideline
-8.1Test
-8.2 Engineering application of retaining wall
--8.2 Engineering application of retaining wall
-8.2Test
-8.3 Earth pressure on the retaining wall
--8.3 Earth pressure on the retaining wall
-8.3Test
-8.4 Calculation of the at-rest earth pressure
--8.4 Calculation of the at-rest earth pressure
-8.4Test
-8.5.1 Basic principle of Rankine's earth pressure theory
--8.5.1 Basic principle of Rankine's earth pressure theory
-8.5.1Test
-8.5.2 Calculation of Rankine's active earth pressure
--8.5.2 Calculation of Rankine's active earth pressure
-8.5.2Test
-8.5.3 Calculation of Rankine's passive earth pressure
--8.5.3 Calculation of Rankine's passive earth pressure
-8.5.3Test
-8.5.4 Calculation method of earth pressure under special conditions
--8.5.4 Calculation method of earth pressure under special conditions
-8.5.4Test
-8.6.1 Basic assumptions of Coulomb's earth pressure theory
--8.6.1 Basic assumptions of Coulomb's earth pressure theory
-8.6.1Test
-8.6.2 Calculation of Coulomb's earth pressure
--8.6.2 Calculation of Coulomb's earth pressure
-8.6.2Test
-8.7Summary
-8.7Test
-Exercises
-References & Acknowledgements
-Final exam
--Final exam
廖红建，博士，慕课《土力学》课程主讲教师和负责人，博士生导师，长期从事土力学的教学和科研工作，获得日本东海大学博士学位。国际土力学与岩土工程学会会员，中国土木工程学会土力学教学专业委员会副主任委员，中国岩石力学与工程学会理事，陕西省岩土力学与工程学会副理事长。应邀在京都大学、名古屋工业大学、新加坡南洋理工大学从事岩土材料强度变形特性研究。主持国家级、省部级等科研项目30余项，获陕西省科技进步一等奖、西安市自然科学优秀学术论文一等奖。发表学术论文200余篇，编译出版中英日文教材专著10余部。长期讲授土力学、工程地质、高等土力学等课程，致力于岩土工程的防灾减灾研究。
李杭州，副教授，博士。主要从事岩土本构关系和岩土工程稳定分析的研究；目前为陕西省岩土力学与工程学会理事，中国岩石力学与工程学会会员，地面岩石工程专业委员会委员，土的本构关系与强度理论专业委员会委员，非饱和土与特殊土专业委员会委员，湿陷性黄土专业委员会委员。主持国家自然科学基金项目、陕西省自然科学基金项目，国家重点实验室开放基金、企业委托横向课题等科研项目多项；获西安市自然科学优秀论文奖1项；参编教材5部；在国内外期刊和会议上发表学术论文40余篇，其中SCI、EI收录30余篇。
