ACI 230.1R 09:2009 Edition
$35.48
230.1R-09: Report on Soil Cement
Published By | Publication Date | Number of Pages |
ACI | 2009 | 32 |
Soil cement is a densely compacted mixture of portland cement, soil/aggregate, other cementitious materials (possibly), and water. Used primarily as a base material for pavements, soil cement has also been used for slope protection, low-permeability liners, foundation stabilization, and other applications. This report contains information on applications, material properties, mixture proportioning, construction, and quality-control inspection and testing procedures for soil cement. This report’s intent is to provide basic information on soil cement technology with an emphasis on current practice regarding design, testing, and construction. Keywords: aggregates; base courses; central mixing plant; compacting; construction; fine aggregates; fly ash; foundation stabilization; lime, linings; mixing; mixture proportioning; moisture content; pavements; permeability; portland cement; pulverization, slag cement; slope protection; soil cement; soils; soil stabilization; soil tests; tests; vibration.
PDF Catalog
PDF Pages | PDF Title |
---|---|
3 | CONTENTS |
4 | CHAPTER 1— INTRODUCTION 1.1— Scope CHAPTER 2— NOTATION, DEFINITIONS, AND ACRONYMS 2.1— Notation 2.2—Definitions |
5 | 2.3—Acronyms CHAPTER 3— APPLlCATIONS 3.1— General 3.2—Pavements |
6 | 3.3—Slope protection |
8 | 3.4—Bank protection |
9 | 3.5—Liners 3.6—Foundation stabilization |
10 | 3.7—Miscellaneous applications |
11 | CHAPTER 4— MATERIALS 4.1— Soil 4.2—Portland cement |
12 | 4.3—Slag cement 4.4—Fly ash 4.5—Lime 4.6—Chemical admixtures 4.7—Water 4.8—Cementitious materials not conforming to specifications |
13 | CHAPTER 5— PROPERTIES 5.1— General 5.2—Density 5.3—Compressive strength |
14 | 5.4—Flexural and tensile strength 5.5—Permeability |
15 | 5.6—Shrinkage and cracking |
17 | 5.7—Structural design CHAPTER 6— MIXTURE PROPORTIONING 6.1— General 6.2—Proportioning criteria |
18 | 6.3—Special considerations 6.3.1 Strength versus durability |
19 | 6.3.2 Compressive strength specimen size 6.3.3 Poorly reacting sandy soils 6.3.4 Sulfate resistance CHAPTER 7— CONSTRUCTION 7.1— General 7.2—Materials handling and mixing 7.2.1 Mixed in-place 7.2.1.1 Soil preparation |
20 | 7.2.1.2 Cement application 7.2.1.3 Pulverization and mixing |
21 | 7.2.2 Central plant mixing 7.2.2.1 Borrow material 7.2.2.2 Mixing |
22 | 7.2.2.3 Transporting 7.2.2.4 Placing and spreading 7.2.2.5 Bonding successive layers |
23 | 7.3—Compaction |
24 | 7.4—Finishing 7.5—Joints |
25 | 7.6—Curing and protection |
26 | CHAPTER 8— QUALITY-CONTROL TESTING AND INSPECTION 8.1— General 8.2—Pulverization (mixed in place) 8.3—Cement content control 8.3.1 Mixed in place 8.3.2 Central mixing plant |
27 | 8.3.3 Determining cement content of freshly mixed soilcement 8.4—Moisture content 8.5—Mixing uniformity 8.5.1 Mixed in place 8.5.2 Central mixing plant 8.6—Compaction |
28 | 8.7—Lift thickness and surface tolerance 8.7.1 Lift thickness 8.7.2 Surface tolerance CHAPTER 9— REFERENCES 9.1— Referenced standards and reports |
29 | 9.2—Cited references |