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内容大纲
本书为住房和城乡建设部“十四五”规划教材，根据我国基础工程相关的勘察、设计和施工等最新规范编写，系统介绍了基础工程的设计原理和方法。
全书内容包括引言、地基勘察、天然地基上的浅基础设计、连续基础、桩基础、基坑支护结构、地基处理、特殊土地基、地基抗震分析和设计，以及与其他国家基础工程设计规范对比。
本书可作为高等学校土木工程专业的教学用书，也可供其他专业师生以及从事基础工程设计和施工的技术人员参考。 -
作者介绍
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目录
Chapter 1 Introduction
1.1 Contents of foundation engineering
1.2 Importance of foundation engineering
1.3 Development of foundation engineering
1.4 Curriculum features and requirements
Questions
Chapter 2 Site Exploration and Characterization
2.1 Introduction
2.2 Geological exploration
2.2.1 Geological geophysical prospecting
2.2.2 Subsurface exploration and sampling
2.2.3 Exploratory trenches
2.3 In-situ testing
2.3.1 Plate load test (PLT)
2.3.2 Cone penetration test (CPT)
2.3.3 Standard penetration test (SPT)
2.3.4 Dynamic cone penetration test (DCPT
2.3.5 Vane shear test (VST)
2.4 In-situ monitoring
2.4.1 Structure settlement measurement
2.4.2 Excavation pit monitoring
2.4.3 Groundwater monitoring
2.5 Main contents of the geotechnical investigation report
Questions
Chapter 3 Design of Shallow Foundation on Natural Subgrade
3.1 Introduction
3.1.1 Design grade of foundation
3.1.2 Design principle of foundation
3.1.3 Design loads
3.1.4 Steps in the design of the shallow foundation
3.2 Types of the shallow foundation
3.3 Depth of foundations
3.3.1 Function, type and loads of buildings
3.3.2 Engineering geological and hydrogeological conditions
3.3.3 Influence of adjacent buildings
3.3.4 Frost heave of subgrade
3.4 Subgrade bearing capacity verification
3.4.1 Subgrade bearing capacity
3.4.2 Bearing capacity verification of bearing soil layer
3.4.3 Bearing capacity verification of weak substratum
3.5 Evaluation of subgrade settlement
3.5.1 Allowable subgrade deformation
3.5.2 Calculation of subgrade settlement
3.6 Evaluation of subgrade stability
3.7 Design of unreinforced spread footings
3.8 Design of spread footings
3.8.1 Pad foundations
3.8.2 Strip footings under wall
3.8.3 Structural requirement of spread footings
3.9 Methods to reduce damages due to uneven settlement of buildings
3.9.1 Design methods
3.9.2 Structural methods
3.9.3 Construction methods
Questions
Chapter 4 Continuous Foundations
4.1 Introduction
4.2 Interaction of subgrade, foundation and superstructure
4.2.1 Interaction concept of subgrade, foundation and superstructure
4.2.2 Subgrade models
4.3 Strip footings under columns
4.3.1 Structure requirement and construction
4.3.2 Internal force calculation
4.3.3 Cross foundations under columns
4.4 Raft foundations and box foundations
Questions
Chapter 5 Pile Foundations
5.1 Introduction
5.2 Classification and selection of piles
5.2.1 Classification of piles
5.2.2 Pile type selection
5.3 Load transfer of vertical bearing piles
5.3.1 Load transfer mechanism
5.3.2 Side resistance of piles
5.3.3 Pile tip resistance
5.4 Vertical bearing capacity of piles
5.4.1 Vertical bearing capacity of a single pile
5.4.2 Pile group effect
5.4.3 Vertical bearing capacity of a composite foundation pile
5.5 Vertical bearing capacity verification of pile foundations
5.5.1 Load applied on a foundation pile
5.5.2 Vertical bearing capacity verification of pile foundations
5.6 Negative friction resistance of piles
5.6.1 Concept of negative friction of piles
5.6.2 Distribution of negative friction
5.6.3 Calculation of negative friction
5.6.4 Bearing capacity verification of negative friction piles
5.7 Uplift bearing capacity verification of piles
5.7.1 Uplift bearing capacity of piles
5.7.2 Verification of uplift bearing capacity of piles
5.8 Lateral bearing capacity verification of piles
5.8.1 Behavior of piles under lateral loads
5.8.2 Static lateral load tests of a single pile
5.8.3 Theoretical analysis of elastic long pile under lateral loads
5.8.4 Lateral bearing capacity verification
5.9 Settlement of pile foundations
5.9.1 Equivalent deep foundation method
5.9.2 Mindlin-Geddes Method
5.10 Structure design of pile caps
5.10.1 Basic requirements for the structure of pile caps
5.10.2 Bending calculation of pile caps
5.10.3 Punching calculation of independent pile caps under columns
5.10.4 Shear calculation of independent pile cap of pile foundation
Questions
Chapter 6 Retaining and Protection Structures for Foundation Excavation
6.1 Introduction
6.2 Foundation excavation and supporting methods
6.2.1 Safety grade of foundation excavation and retaining structures
6.2.2 Types of foundation excavation and retaining structures
6.3 Calculation of earth and water pressure on retaining structures
6.4 Stability evaluation of foundation excavation
6.4.1 Stability of pile or wall retaining structure
6.4.2 Stability of gravity cement-soil wall
6.4.3 Stability of soil nailing wall
6.5 Design of pile and wall retaining structure
6.5.1 Internal force and deformation of pile or wall retaining structure
6.5.2 Anchor and strut support
Questions
Chapter 7 Ground Improvement
7.1 Introduction
7.1.1 Type and characteristics of soft soil
7.1.2 Purpose and requirements of ground improvement
7.1.3 Classification of ground improvement methods
7.2 Replacement cushion method
7.2.1 Function of replacement cushior
7.2.2 Design of replacement cushion
7.3 Preloading method
7.3.1 Mechanism of various preloading methods
7.3.2 Design of surcharge preloading method
7.3.3 Design of vacuum preloading method
7.4 Dynamic compaction
7.4.1 Strengthening mechanism of dynamic compaction
7.4.2 Design of dynamic compaction
7.5 Composite foundation
7.5.1 Concept and classification of composite foundation
7.5.2 Reinforcement mechanism of composite foundation
7.5.3 Design parameter of composite foundation
7.5.4 Bearing capacity of composite foundation
7.5.5 Settlement calculation of composite foundation
7.5.6 Sand-gravel pile composite foundation
7.5.7 Cement-soil mixed pile composite foundation
7.6 Grouting reinforcement ground
7.6.1 Introduction of grouting method
7.6.2 Classification of grouting method
7.7 Geosynthetics reinforcement ground
7.7.1 Types of geosynthetics
7.7.2 Functions of geosynthetics
Questions
Chapter 8 Special Soil Subgrade
8.1 Collapsible loess subgrade
8.1.1 Main characteristics and distribution of loess
8.1.2 Collapsibility of loess and its influencing factors
8.1.3 Collapsibility evaluation of loess
8.1.4 Engineering measures for collapsible loess subgrade
8.2 Expansive soil subgrade
8.2.1 Characteristics of expansive soil and its harm to buildings
8.2.2 Characteristic parameters of expansive soil
8.2.3 Key points for the foundation design of expansive soil site
8.2.4 Engineering measures for expansive soil subgrade
Questions
Chapter 9 Seismic Analysis and Design of Foundations
9.1 Introduction
9.2 Site and subgrade
9.2.1 Site classification
9.2.2 Subgrade liquefaction assessment
9.3 Seismic bearing capacity verification of shallow foundations
9.3.1 Seismic resistance standards
9.3.2 Seismic bearing capacity of natural subgrade
9.4 Seismic bearing capacity verification of pile foundations
9.4.1 Damages of pile foundation under earthquake
9.4.2 Seismic bearing capacity of pile foundation
9.5 Seismic measures for foundations
Questions
Chapter 10 Comparison for Foundation Engineering Design Codes
10.1 Introduction to design codes in different countries
10.1.1 Introduction to Eurocodes
10.1.2 Introduction to USA Standards
10.2 Comparison of the bearing capacity verification for shallow foundations
10.2.1 Comparison of bearing pressure calculation
10.2.2 Comparison of bearing capacity calculation
10.3 Comparison of vertical bearing capacity calculation of piles
Questions
References
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