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Settlement Calculation on High-Rise Buildings


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Settlement Calculation on High-Rise Buildings
  • 书号：9787030243362
    作者：陈详福
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  • 页数：448
    字数：400
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  • 出版社：科学出版社
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  • 所属分类：TU4 土力学、地基基础工程
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本书在原版基础上修改和补充而成英文，是第一本系统研究高层建筑深基础沉降计算理论及工程应用的英文专著。
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目录

  • 1 Introduction
    1.1 Development of Super High-Rise Buildings and Strategy for Projects with Deep Foundation
    1.1.1 Development and Enlightenment of Overseas Super High-Rise Buildings
    1.1.2 Development and Strategy of Domestic High-Rise Buildings
    1.2 Foundation Settlement Calculation-One of the Three Major Difficulties in Subsoil and Foundation Engineering
    1.3 Progress and Problems in Research on Settlement of Deep Foundations of Super High-Rise Buildings
    1.3.1 Progress of Domestic and Foreign Research on Subsoil Settlement Calculation
    1.3.2 Progress of Research on Settlement Calculation of Box Foundations of Super High-Rise Buildings
    1.3.3 Progress of Research on Settlement Calculation of Pile Box/Raft Foundations of Super High-Rise Buildings
    1.3.4 Yang Min's Settlement Control Design Method for Pile Foundations
    1.3.5 Progress of Settlement Research on Interaction Among Subgrade, Foundation and Superstructure of Super High-Rise Buildings
    1.3.6 Progress of Numerical Method Research on Settlement Calculation of Deep Foundations of Super High-Rise Buildings
    1.3.7 Major Problems and Prospects of Settlement Calculation of Deep Foundations of Super High-Rise Buildings
    1.4 Brief Introduction of Research in This Book
    References
    2 Practical Models and Parameters for Settlement Calculation of Deep Foundation of Super High-Rise Buildings on Soft Subgrade
    2.1 Winkler Subsoil Model
    2.2 Elastic Half-Space Foundation Model
    2.3 Layered Subsoil Model
    2.4 Double Parameters Elastic Subsoil Model
    2.4.1 Filonenko-Borodich Double Parameters Model
    2.4.2 Hetenyi Double Parameters Model
    2.4.3 Pasternak Double Parameters Elastic Model
    2.5 Cross Isotropic Model
    2.6 Non-linear Elastic Model
    2.7 Calculation Methods of Subgrade Reaction Coefficient
    2.7.1 The Calculation Method Based on Static Load Test
    2.7.2 Calculation Method Based on Subgrade Deformation Modulus and Poisson Ratio
    2.7.3 Calculation Method Based on Compression Test
    2.7.4 Empirical Calculation
    2.8 Determination of Subgrade Poisson Ratio and Deformation Modulus
    2.8.1 Determination of Subgrade Poisson Ratio
    2.8.2 Determination of Subgrade Deformation Modulus
    2.9 Chapter Summary
    References
    3 Mechanics in the Study on Deep Foundation Settlement of Super High-Rise Buildings
    3.1 Geostatic Stress and Additional Stress of Subsoil
    3.1.1 Geostatic Stress of Subsoil
    3.1.2 Additional Stress
    3.2 Contact Pressure and Contact Problems of Foundation Base
    3.2.1 The Distribution of Contact Pressure
    3.2.2 Simplified Calculation of Contact Pressure
    3.2.3 Contact Between Elastic Subsoil and Rigid Foundation
    3.3 Planar Problems of Distribution of Subsoil Stress
    3.3.1 Stress in Subgrade Subjected to Vertical Linear Load (Flamant Solution)
    3.3.2 Stress in Subgrade Subjected to Uniformly Distributed Strip Load
    3.3.3 Stress in Subsoil Subjected to Triangularly Distributed Vertical Strip Load
    3.4 Spacial Problems of Distribution of Subsoil Stress
    3.4.1 Stress Distribution in Subgrade Subjected to Surface Load
    3.4.2 General Mechanics of Semi-infinite Elastic Body
    3.4.3 Simplified Calculations of Stress Distribution of Pile Foundation
    3.5 Stress Distribution in Heterogeneous and Anisotropic Subgrade
    3.5.1 Surface Loading for Finite Elastic Layer Over Rigid Foundation Base
    3.5.2 Circular Load Area on the Surface of a Dual-Layer Semi-Infinite Elastic Body with Uniformly Distributed Vertical Pressure p (Fig3-71)
    3.5.3 Circular Load Area on the Surface of Triple-Layer Semi-Infinite Elastic Body with Uniformly Distributed Vertical Pressure p (Fig3-78)
    3.5.4 Subsoil With Deformation Modulus Increased With Depth
    3.5.5 Anisotropic Subsoil
    3.6 Chapter Summary
    Appendix Basic Equations of Elasticity
    References
    4 Theoretical Analysis of Subgrade Deformation of Deep Foundations of Super High-Rise Buildings
    4.1 The Compression Properties and Mechanical Index of Subgrade
    4.1.1 The Conception of Compression Properties of Subgrade
    4.1.2 Compression Curve and Compressibility Index
    4.1.3 Subgrade Modulus of Deformation
    4.1.4 The Subgrade Elastic Deformation and Residual Deformation
    4.1.5 The Natural Consolidated State and Preconsolidation Pressure
    4.1.6 The Relationship Between Stress and Strain for Foundation
    4.1.7 Elastic Modulus
    4.1.8 The Soil Lateral Pressure Coefficient and Poisson Ratio
    4.2 The Conception of Foundation's Final Settlement Calculation
    The Mechanism for Calculation of Foundation Settlement
    4.3 The Elastic Mechanics Method of Foundation Deformation Calculation
    4.3.1 The Foundation Deformation Calculation under Flexible Load
    4.3.2 The Settlement of Rigid Foundation
    4.3.3 The Inclination of Rigid Foundation
    4.4 Calculation of Initial Settlement
    4.4.1 Practical Calculation Methods of Initial Settlement
    4.4.2 Values of the Calculation Coefficients
    4.4.3 The Modification of Initial Settlement When the Development of the Plastic Zone is Large
    4.5 Calculation of Consolidation Settlement
    4.5.1 Layerwise Summation Method
    4.5.2 The Layerwise Summation Method's Calculating Formula Which is Recommended by the Standards in China
    4.5.3 Calculate Consolidation Settlement According to Preconsolidation Pressure
    4.5.4 The Calculation of Consolidation Settlement Value Considering Lateral Deformation
    4.6 Calculation Method for Secondary Consolidation Settlement of Clayey Subgrade
    4.7 Calculation of Consolidation Settlement for Sandy Subgrade
    4.8 Theoretic Formula for Deformation of Saturated Subgrade
    4.8.1 Biot Consolidation Equation
    4.8.2 Terzaghi-Rendulic Consolidation Formula
    4.8.3 The Solution of Terzaghi Consolidation Equation
    4.8.4 The Solution of Biot Consolidation Equation
    4.9 Practical Numerical Analysis for Foundation Deformation (Finite Element Method)
    4.10 Chapter Summary
    References
    5 Settlement Calculation Methods and Case Studies of Box and Raft Foundations of Super High-Rise Buildings
    5.1 Problems Considered in Box Foundation Settlement Calculation of Super High-Rise Buildings
    5.1.1 Problems about Subgrade Compensation and Box Foundation Settlement
    5.1.2 Stress and Strain Station of Digging Deep Foundation Pits
    5.1.3 Resilience and Recompression after Digging Deep Foundation Pits
    5.1.4 Depth Calculation of Subgrade Compression Layer under Box Foundation
    5.1.5 The Effect of Box Foundation Stiffness of Super High-Rise Buildings on Foundation Deformation
    5.2 Box Foundation Settlement Calculation of Super High-Rise Buildings without Consideration of Support Structure in Deep Foundation Pit
    5.2.1 Specification Calculation Method
    5.2.2 Modified Layering-Summation Method
    5.2.3 Eropob Theorem for Box Foundation Settlement
    5.2.4 Japanese Method for Initial Settlement Calculation
    5.3 Settlement Calculation of Box or Raft Foundations of Super High-Rise Buildings Considering the Effect of Support Structures in Deep Foundation Pits
    5.3.1 Characteristics of Box Foundation of Super High-Rise Building
    5.3.2 Calculating Diagram of Considering the Effect of Support Structure
    5.3.3 Subgrade Model for Settlement Calculation and Spline Sub-domain Method Analysis for Layering Subgrade
    5.3.4 Settlement Calculation Method for Box Foundation of Super High-Rise Buildings Considering the Effect of Support Structures in Deep Foundation Pits
    5.4 The Box Foundation Settlement Calculation of Qingdao BC Mansion with Finite Element Method
    5.4.1 Project Introduction
    5.4.2 The Geological Situations
    5.4.3 The Supporting Structure of Foundation Pit
    5.4.4 The Finite Element Method in Settlement Calculation of Box Foundation of Qingdao BC Mansion
    5.5 Calculation and Empirical Coefficient of Box Foundation Settlement of Qingdao BC Mansion with Consideration of Action of Supporting Structure
    5.5.1 Calculation for Box Foundation Settlement with the Method of Uniaxial Compression in Upper Part and Layer-wise Summation in Lower Part
    5.5.2 Calculation of Box Foundation Settlement with the Method of Foundation Code in Upper Part and Box Foundation Code in Lower Part
    5.5.3 Calculation for Box Foundation Settlement with the Method of Layer-Wise Summation of Both Parts in Code for design of foundation
    5.5.4 Calculation of the Settlement Empirical Coefficient ψ_s of Qingdao
    5.5.5 Calculation for Box Foundation Settlement with the Author's Method of the Comprehensive Coefficient
    5.6 Measured Data of Box Foundation Settlement of Qingdao BC Mansion and Result Analysis
    5.6.1 Measured data
    5.6.2 Observed Data Analysis
    5.6.3 Analysis of Observed and Calculated Results
    5.7 Settlement Analysis of Rock Subgrade of Guangdong International Mansion
    5.7.1 Project Introduction
    5.7.2 Engineering Geological Conditions
    5.7.3 Analysis of Foundation Settlement Observation
    5.8 Chapter Summary
    References
    6 Research on Settlement Calculation Method of Super-Long Pile Foundation
    6.1 Single Pile Settlement
    6.1.1 Single Pile Settlement Calculation by Elastic Theory Method
    6.1.2 Load Transfer Method
    6.1.3 Single Pile Settlement Calculation by Shear Displacement Method
    6.1.4 Single Pile Settlement Calculation by Simplified Method from Code for Road and Bridge of China
    6.2 Settlement Calculation of Pile Group Foundation
    6.2.1 Solid Foundation Calculation Method for Super-Long Pile Group Foundation
    6.2.2 Method of Pile Foundation JGJ94-94
    6.2.3 Composite Method of Pile Foundation
    6.3 Empirical and Simplified Method of Settlement Calculation of Single Pile
    6.3.1 Empirical Method
    6.3.2 Simplified Method
    6.4 Calculation of Final Settlement of Pile Foundation in GB50007-2002
    6.5 Allowable Deformation of Pile Foundation
    6.6 Study on Characteristics and Settlement of Super-Long Bored Pile
    6.7 Research on Force Mechanism of Pile Group under Vertical Load
    6.7.1 Load Transfer Behavior of Pile Group
    6.7.2 Deformation Analysis of Pile Group Foundation
    6.8 Chapter Summary
    References
    7 New Design Method for Space-Varying Rigidity Pile Group with Equal Settlement
    7.1 General Rules and Application Reason of Analyzed and Measured Data of Pile Group
    7.2 The Development of Pile Group Foundation Design Method
    7.3 Scheme and New Method for Pile Group Design Considering the Space-Varying Rigidity with Equal Settlement
    7.3.1 Design Condition of Space-Varying Rigidity Pile Group Foundation
    7.3.2 Design Theory of Space-Varying Rigidity Pile Group Foundation with Equal Settlement
    7.3.3 Design Method of Space-Varying Rigidity Pile Group with Equal Settlement
    7.3.4 Design Scheme of Space-Varying Rigidity Pile Group with Equal Settlement
    7.4 Settlement Calculation of Space-Varying Rigidity Pile Group
    7.4.1 The Calculation Using Layer-Wise Summation Method in Codes
    7.4.2 The Calculation of Composite Stiffness of Pile-Subgrade
    7.5 Chapter Summary
    References
    8 Settlement Analysis and Case Study of Diaphragm Wall and Friction Pile-Box (Raft) Foundation on Super High-Rise Building
    8.1 Settlement Calculation Methods of Pile-Box (Raft) Foundation with Diaphragm Wall only as Retaining Structure for Deep Foundation Pit
    8.2 Settlement Calculation Methods of Pile-Box (Raft) Foundation with Diaphragm Wall as Retaining Structure and Basement Exterior Wall
    8.3 Settlement Calculation by Substructure Method of FEM with Effect of Diaphragm Wall on Pile-Box (Raft) Foundation
    8.4 The Interaction among Superstructure, Foundation and Subgrade of Super High-Rise Building
    8.4.1 Calculation Diagram
    8.4.2 Establishment of Stiffness Equation of Superstructure
    8.4.3 Establishment of Rigidity Equation of Foundation
    8.4.4 Establishment of Stiffness Equation of Subgrade
    8.4.5 Establishment of Total Stiffness Equation of Coupling System
    8.5 Analysis of the Pile-Subgrade Interaction
    8.5.1 Interaction Analysis Method of Lateral Loaded Pile and Subgrade
    8.5.2 Interaction Analysis Method of Axial Load Pile and Subgrade
    8.6 Analysis of the Pile-Pile Interaction
    8.6.1 Single Pile Analysis
    8.6.2 Foundation Analysis
    8.6.3 Pile-Pile Interaction
    8.6.4 A Example
    8.7 Settlement Measured Values and Analysis Results of Pile-Raft Foundation of Senmao Tower in Shanghai
    8.7.1 The General Engineering Situation
    8.7.2 The Engineering Geological Situation
    8.7.3 Measured Settlement Values and Analysis Result of the Foundation of Senmao Tower in Shanghai
    8.8 Measured Settlement Values and Analysis of Jinmao Tower in Shanghai
    8.8.1 The General Engineering Situation
    8.8.2 The Engineering Geological Situation
    8.8.3 Determination of the Pile Load Bearing Stratum
    8.8.4 Pile Testing Result and Analysis
    8.8.5 Measured Settlement
    8.9 Chapter Summar
    References
    9 Settlement Analysis and Case Study on Rock Foundation and Combined Diaphragm Wall-end-Bearing Pile-Box (Raft) Foundation
    9.1 Settlement Calculation of Deep Foundation with End-Bearing Pile of Super High-Rise Buildings
    9.2 Foundation Settlement Analysis of Shenzhen Saige Plaza
    9.2.1 The Engineering Situation
    9.2.2 The Engineering Geological Condition
    9.2.3 The Combined Retaining Structure of Deep Foundation Pit
    9.2.4 Processes of the Completely Inverse Construction Method
    9.2.5 Real Measured Settlement Data of Foundation of Saige Plaza
    9.2.6 Analysis and Conclusion of Foundation Settlement Data of Saige Plaza
    9.3 Chapter Summary
    References
    10 Forecast and Suggestion of Research on Settlement Calculation
    References
    Acknowlegments
    Name Index
    Subject Index
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