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Design and Innovation of Civil Engineering Materials
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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
版面字数:
170千字
开本:
16开
装帧形式:
平装
版次:
1
最新版次
印刷时间:
2020年
ISBN:
978-7-04-053667-6
物料号:
53667-00
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
购买:
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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
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