{"id":160642,"date":"2024-10-19T09:39:01","date_gmt":"2024-10-19T09:39:01","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-230-1r-09\/"},"modified":"2024-10-25T01:57:40","modified_gmt":"2024-10-25T01:57:40","slug":"aci-230-1r-09","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-230-1r-09\/","title":{"rendered":"ACI 230.1R 09"},"content":{"rendered":"

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\u2019s 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.<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
3<\/td>\nCONTENTS <\/td>\n<\/tr>\n
4<\/td>\nCHAPTER 1\u2014 INTRODUCTION
1.1\u2014 Scope
CHAPTER 2\u2014 NOTATION, DEFINITIONS, AND ACRONYMS
2.1\u2014 Notation
2.2\u2014Definitions <\/td>\n<\/tr>\n
5<\/td>\n2.3\u2014Acronyms
CHAPTER 3\u2014 APPLlCATIONS
3.1\u2014 General
3.2\u2014Pavements <\/td>\n<\/tr>\n
6<\/td>\n3.3\u2014Slope protection <\/td>\n<\/tr>\n
8<\/td>\n3.4\u2014Bank protection <\/td>\n<\/tr>\n
9<\/td>\n3.5\u2014Liners
3.6\u2014Foundation stabilization <\/td>\n<\/tr>\n
10<\/td>\n3.7\u2014Miscellaneous applications <\/td>\n<\/tr>\n
11<\/td>\nCHAPTER 4\u2014 MATERIALS
4.1\u2014 Soil
4.2\u2014Portland cement <\/td>\n<\/tr>\n
12<\/td>\n4.3\u2014Slag cement
4.4\u2014Fly ash
4.5\u2014Lime
4.6\u2014Chemical admixtures
4.7\u2014Water
4.8\u2014Cementitious materials not conforming to specifications <\/td>\n<\/tr>\n
13<\/td>\nCHAPTER 5\u2014 PROPERTIES
5.1\u2014 General
5.2\u2014Density
5.3\u2014Compressive strength <\/td>\n<\/tr>\n
14<\/td>\n5.4\u2014Flexural and tensile strength
5.5\u2014Permeability <\/td>\n<\/tr>\n
15<\/td>\n5.6\u2014Shrinkage and cracking <\/td>\n<\/tr>\n
17<\/td>\n5.7\u2014Structural design
CHAPTER 6\u2014 MIXTURE PROPORTIONING
6.1\u2014 General
6.2\u2014Proportioning criteria <\/td>\n<\/tr>\n
18<\/td>\n6.3\u2014Special considerations
6.3.1 Strength versus durability <\/td>\n<\/tr>\n
19<\/td>\n6.3.2 Compressive strength specimen size
6.3.3 Poorly reacting sandy soils
6.3.4 Sulfate resistance
CHAPTER 7\u2014 CONSTRUCTION
7.1\u2014 General
7.2\u2014Materials handling and mixing
7.2.1 Mixed in-place
7.2.1.1 Soil preparation <\/td>\n<\/tr>\n
20<\/td>\n7.2.1.2 Cement application
7.2.1.3 Pulverization and mixing <\/td>\n<\/tr>\n
21<\/td>\n7.2.2 Central plant mixing
7.2.2.1 Borrow material
7.2.2.2 Mixing <\/td>\n<\/tr>\n
22<\/td>\n7.2.2.3 Transporting
7.2.2.4 Placing and spreading
7.2.2.5 Bonding successive layers <\/td>\n<\/tr>\n
23<\/td>\n7.3\u2014Compaction <\/td>\n<\/tr>\n
24<\/td>\n7.4\u2014Finishing
7.5\u2014Joints <\/td>\n<\/tr>\n
25<\/td>\n7.6\u2014Curing and protection <\/td>\n<\/tr>\n
26<\/td>\nCHAPTER 8\u2014 QUALITY-CONTROL TESTING AND INSPECTION
8.1\u2014 General
8.2\u2014Pulverization (mixed in place)
8.3\u2014Cement content control
8.3.1 Mixed in place
8.3.2 Central mixing plant <\/td>\n<\/tr>\n
27<\/td>\n8.3.3 Determining cement content of freshly mixed soilcement
8.4\u2014Moisture content
8.5\u2014Mixing uniformity
8.5.1 Mixed in place
8.5.2 Central mixing plant
8.6\u2014Compaction <\/td>\n<\/tr>\n
28<\/td>\n8.7\u2014Lift thickness and surface tolerance
8.7.1 Lift thickness
8.7.2 Surface tolerance
CHAPTER 9\u2014 REFERENCES
9.1\u2014 Referenced standards and reports <\/td>\n<\/tr>\n
29<\/td>\n9.2\u2014Cited references <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

230.1R-09: Report on Soil Cement<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ACI<\/b><\/a><\/td>\n2009<\/td>\n32<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":160645,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2650],"product_tag":[],"class_list":{"0":"post-160642","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-aci","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/160642","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/160645"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=160642"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=160642"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=160642"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}