{"id":160643,"date":"2024-10-19T09:39:01","date_gmt":"2024-10-19T09:39:01","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-229r-13\/"},"modified":"2024-10-25T01:57:41","modified_gmt":"2024-10-25T01:57:41","slug":"aci-229r-13","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-229r-13\/","title":{"rendered":"ACI 229R 13"},"content":{"rendered":"
Controlled low-strength material (CLSM) is a self-consolidating cementitious material used primarily as a backfill as an alternative to compacted fill. This report contains information on applications; materials; properties; proportioning; mixing, transporting, and placing; quality control; and low-density CLSM using preformed foam. Keywords: aggregates; backfill; compacted fill; controlled density fill; controlled low-strength material; flowable fill; flowable mortar; fly ash; foundation stabilization; low-density material; pipe bedding; plastic soilcement; preformed foam; soil-cement slurry; trench backfill; unshrinkable fill; void filling.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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3<\/td>\n | CONTENTS <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | CHAPTER 1\u2014 INTRODUCTION CHAPTER 2\u2014 NOTATION AND DEFINITIONS 2.1\u2014Notation 2.2\u2014Definitions CHAPTER 3\u2014 APPLICATIONS 3.1\u2014General 3.2\u2014Backfills <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | 3.3\u2014Structural fills <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | 3.4\u2014Insulating and isolation fills 3.5\u2014Thermal-insulation-conductivity fills 3.6\u2014Pavement bases 3.7\u2014Conduit bedding <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | 3.8\u2014Erosion control 3.9\u2014Void filling 3.10\u2014Nuclear facilities <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | 3.11\u2014Bridge reclamation CHAPTER 4\u2014 MATERIALS 4.1\u2014General 4.2\u2014Portland cement 4.3\u2014Fly ash 4.4\u2014Admixtures 4.5\u2014Mineral admixtures and other additives 4.6\u2014Water 4.7\u2014Aggregates <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | 4.8\u2014Nonstandard materials 4.9\u2014Ponded ash or basin ash CHAPTER 5\u2014 PROPERTIES 5.1\u2014Introduction 5.2\u2014Plastic properties <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | 5.3\u2014In-service properties <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | CHAPTER 6\u2014 PROPORTIONING 6.1\u2014Introduction 6.2\u2014Materials 6.3\u2014General formulation 6.4\u2014Proportioning methods <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 6.5\u2014Evaluation 6.6\u2014Adjustments to proportioning CHAPTER 7\u2014 MIXING, TRANSPORTING, AND PLACING 7.1\u2014General 7.2\u2014Mixing <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | 7.3\u2014Transporting 7.4\u2014Placing 7.5\u2014Cautions CHAPTER 8\u2014 QUALITY CONTROL 8.1\u2014General <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 8.2\u2014Sampling of CLSM 8.3\u2014Consistency and unit weight 8.4\u2014Strength tests CHAPTER 9\u2014 LOW-DENSITY CLSM USING PREFORMED FOAM 9.1\u2014General <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 9.2\u2014Applications <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 9.3\u2014Materials <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 9.4\u2014Physical properties <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | 9.5\u2014Proportioning 9.6\u2014Construction <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 9.7\u2014Quality control CHAPTER 10\u2014 REFERENCES <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" 229R-13 Report on Controlled Low-Strength Materials<\/b><\/p>\n |