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Design and Innovation of Civil Engineering Materials

样章
作者：
张婷婷 王宝民
定价：
21.60元
ISBN：
978-7-04-053667-6
版面字数：
170.000千字
开本：
16开
全书页数：
暂无
装帧形式：
平装
重点项目：
暂无
出版时间：
2020-07-14
读者对象：
高等教育
一级分类：
土建水利类
二级分类：
土建水利类专业核心课
三级分类：
工程材料
暂无
  • 前辅文
  • Chapter 1 Basic Properties of Building Materials
    • 1.1 Building materials
      • 1.1.1 Composition and properties
      • 1.1.2 Structure and properties
      • 1.1.3 Parameters of structural characteristics
    • 1.2 Physical properties of materials
      • 1.2.1 Hydrophilic nature and hydrophobic nature
      • 1.2.2 Hygroscopicity and water absorption
      • 1.2.3 Water resistance
    • 1.3 Mechanical properties of materials
      • 1.3.1 Elastic deformation
      • 1.3.2 Plastic deformation
      • 1.3.3 Brittleness and toughness of materials
      • 1.3.4 Hardness and wear resistance of materials
  • Chapter 2 Properties of Aggregates
    • 2.1 Introduction
      • 2.1.1 Standard
      • 2.1.2 Purposes of the experiment
      • 2.1.3 Sampling and division
    • 2.2 Density of limestone powder
      • 2.2.1 Purposes of the experiment
      • 2.2.2 Apparatus for the experiment
      • 2.2.3 Sample preparation
      • 2.2.4 Procedure for the experiment
      • 2.2.5 Processing of results and evaluation
      • 2.2.6 Notices
    • 2.3 Sieving analysis for sand
      • 2.3.1 Apparatus for the experiment
      • 2.3.2 Sample preparation
      • 2.3.3 Procedure for the experiment
      • 2.3.4 Results of the process and evaluation
    • 2.4 Apparent density of sand
      • 2.4.1 Apparatus for the experiment
      • 2.4.2 Sample preparation
      • 2.4.3 Procedure for the experiment
      • 2.4.4 Processing of results and evaluation
    • 2.5 Bulk density of sand
      • 2.5.1 Apparatus for the experiment
      • 2.5.2 Sample preparation
      • 2.5.3 Procedure for the experiment
      • 2.5.4 Processing of results and evaluation
    • 2.6 Water content of sand
      • 2.6.1 Apparatus for the experiment
      • 2.6.2 Procedure for the experiment
      • 2.6.3 Processing of results and evaluation
    • 2.7 Sieving analysis of gravel
      • 2.7.1 Apparatus for the experiment
      • 2.7.2 Sample preparation
      • 2.7.3 Procedure for the experiment
      • 2.7.4 Processing of results and evaluation
    • 2.8 Apparent density of gravel (simplified method)
      • 2.8.1 Apparatus for the experiment
      • 2.8.2 Sample preparation
      • 2.8.3 Procedure for the experiment
      • 2.8.4 Processing of results and evaluation
    • 2.9 Water absorption of gravel
      • 2.9.1 Apparatus for the experiment
      • 2.9.2 Sample preparation
      • 2.9.3 Procedure for the experiment
      • 2.9.4 Processing of results and evaluation
    • 2.10 Bulk density of gravel
      • 2.10.1 Apparatus for the experiment
      • 2.10.2 Sample preparation
      • 2.10.3 Procedure for the experiment
      • 2.10.4 Processing of results and evaluation
  • Chapter 3 Properties of Cement
    • 3.1 Introduction
      • 3.1.1 Standard
      • 3.1.2 Purposes of the experiment
      • 3.1.3 Sampling and division
    • 3.2 Fineness of cement
      • 3.2.1 Purposes of the experiment
      • 3.2.2 Apparatus for the experiment
      • 3.2.3 Sample preparation
      • 3.2.4 Procedure for the experiment
      • 3.2.5 Processing of results and evaluation
      • 3.2.6 Notices
    • 3.3 Specific surface of cement—Blaine method
      • 3.3.1 Apparatus and chemical reagents in the experiment
      • 3.3.2 Sample preparation
      • 3.3.3 Procedure for the experiment
      • 3.3.4 Processing of results and evaluation
    • 3.4 Water requirements for normal consistency, setting time and soundness of Portland cement
      • 3.4.1 Apparatus for the experiment
      • 3.4.2 Sample preparation and experimental conditions
      • 3.4.3 Procedure for the experiment
    • 3.5 Testing cement—Determination of strength (ISO)
      • 3.5.1 Apparatus for the experiment
      • 3.5.2 Experimental condition
      • 3.5.3 Sample preparation
      • 3.5.4 Procedure for the experiment
  • Chapter 4 Properties of Concrete
    • 4.1 Mix Proportion Design of Ordinary Concrete
      • 4.1.1 Mathematical Model
      • 4.1.2 Basic parameters
      • 4.1.3 Basic requirements and principles for the mix proportion design
      • 4.1.4 Preliminary calculation for proportioning concrete mixtures
      • 4.1.5 Determination of proportions for a basic cement mix
      • 4.1.6 Determination of proportions for a cement mix in a laboratory
      • 4.1.7 Determination of proportions for cement mix to be used in construction
    • 4.2 Test on fresh concrete
      • 4.2.1 Standard
      • 4.2.2 Purposes of the experiment
      • 4.2.3 Apparatus
      • 4.2.4 Procedure
      • 4.2.5 Slump method
      • 4.2.6 Vebe Consistometer method
      • 4.2.7 Test of the apparent density of the mixture
    • 4.3 Mechanical properties test for cement concrete
      • 4.3.1 Standard
      • 4.3.2 Purposes of the experiment
      • 4.3.3 Production and maintenance of specimens
      • 4.3.4 Test for compressive strength
      • 4.3.5 Test of tensile splitting strength
  • Chapter 5 Durability of Concrete
    • 5.1 Introduction
      • 5.1.1 Standard
      • 5.1.2 Purposes of the experiment
      • 5.1.3 Definition and division
    • 5.2 Frost resistance in concrete
      • 5.2.1 Purposes of the experiment
      • 5.2.2 Apparatus for the experiment
      • 5.2.3 Sample preparation
      • 5.2.4 Procedure for the experiment
      • 5.2.5 Processing of results and evaluation
      • 5.2.6 Notices
    • 5.3 Anti-chloride permeability of concrete
      • 5.3.1 Apparatus for the experiment
      • 5.3.2 Sample preparation
      • 5.3.3 Procedure for the experiment
      • 5.3.4 Processing of results and evaluation
      • 5.3.5 Notices
    • 5.4 Carbonation of concrete
      • 5.4.1 Apparatus for the experiment
      • 5.4.2 Sample preparation
      • 5.4.3 Procedure for the experiment
      • 5.4.4 Processing of results and evaluation
  • Chapter 6 Properties of Construction Mortar
    • 6.1 Standard
    • 6.2 Methods for sampling and mixing in order to produce mortar for construction
      • 6.2.1 Sampling methods
      • 6.2.2 Methods for mixing
    • 6.3 Test for consistency (sinking depth)
      • 6.3.1 Scope
      • 6.3.2 Apparatus
      • 6.3.3 Steps
      • 6.3.4 Calculation
    • 6.4 Layering of mortar
      • 6.4.1 Scope
      • 6.4.2 Apparatus
      • 6.4.3 Steps
      • 6.4.4 Calculation
    • 6.5 Test for compressive strength of construction mortar
      • 6.5.1 Scope
      • 6.5.2 Apparatus
      • 6.5.3 Casting and curing of samples
      • 6.5.4 Steps for cubic compressive strength testing
      • 6.5.5 Calculation and assessment for the cubic compressive strength of the mortar
      • 6.5.6 The test results of the cubic compressive strength test should be determined according to the following requirements
  • Chapter 7 Normal Concrete Small Hollow Block
    • 7.1 Standard
    • 7.2 Group regulation and sampling regulations
      • 7.2.1 Group regulations
      • 7.2.2 Sampling regulations
    • 7.3 Compressive strength test
      • 7.3.1 Purpose
      • 7.3.2 Apparatus
    • 7.4 Specimens
    • 7.5 Procedure
    • 7.6 Calculation and evaluation
    • 7.7 Flexural strength test
      • 7.7.1 Purpose
      • 7.7.2 Apparatus
      • 7.7.3 Specimen
      • 7.7.4 Procedure
      • 7.7.5 Calculation and evaluation
  • Chapter 8 Fired Common Bricks
    • 8.1 Standard
    • 8.2 Purpose
    • 8.3 Apparatus
    • 8.4 Sample
    • 8.5 Preparation of the sample
      • 8.5.1 One-step molding
      • 8.5.2 Two-step molding
      • 8.5.3 Non-mold samples
    • 8.6 Curing of sample
    • 8.7 Procedure
    • 8.8 Calculation and evaluation
  • Chapter 9 Rebar
    • 9.1 Standards adopted
    • 9.2 Rebar testing
      • 9.2.1 Purpose
      • 9.2.2 Instruments for testing
      • 9.2.3 Test method
      • 9.2.4 Test results
      • 9.2.5 Evaluation of test results
    • 9.3 Bend test
      • 9.3.1 Purpose of test and scope of application
      • 9.3.2 Test instruments
      • 9.3.3 Test preparation
      • 9.3.4 Test procedure
      • 9.3.5 Evaluation of results
  • Chapter 10 Properties of Asphalt
    • 10.1 Sampling of bituminous materials
      • 10.1.1 Scope and purpose
      • 10.1.2 Standard
      • 10.1.3 Apparatus
      • 10.1.4 Sampling methods
    • 10.2 Penetration of bituminous materials
      • 10.2.1 Test purposes
      • 10.2.2 Standard
      • 10.2.3 Apparatus
      • 10.2.4 Preparation of test specimen
      • 10.2.5 Test procedure
      • 10.2.6 Report
    • 10.3 Ductility of bituminous materials
      • 10.3.1 Test purposes
      • 10.3.2 Standard
      • 10.3.3 Apparatus
      • 10.3.4 Preparation of test specimen
      • 10.3.5 Test procedure
      • 10.3.6 Report
    • 10.4 Softening point of bituminous materials
      • 10.4.1 Test purpose
      • 10.4.2 Standard
      • 10.4.3 Apparatus
      • 10.4.4 Preparation of test specimen and apparatus
      • 10.4.5 Test procedure
      • 10.4.6 Report
  • Appendix The National College Students’ Concrete Material Design Competition
    • The typical design objectives in the competition
    • The typical properties of raw materials used in the competition
  • Reference

Design and Innovation of Civil Engineering Materials数字课程与纸质教材一体化设计，紧密配合。数字课程配置了土木工程材料实验报告等，充分运用多种形式媒体资源，丰富了知识的呈现形式，拓展了教材内容。

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