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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
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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
ACI 230.1R 09
$35.48