DOCSLIB.ORG

Examining the Effects of Mixer Type and Temperature on the Properties of Ultra-High Performance Concrete

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Examining the Effects of Mixer Type and Temperature on the Properties of Ultra-High Performance Concrete EXAMINING THE EFFECTS OF MIXER TYPE AND TEMPERATURE ON THE PROPERTIES OF ULTRA-HIGH PERFORMANCE CONCRETE MBTC-3012 By Andrew M. Tackett & W. Micah Hale The contents of this report reflect the views of the author, who is responsible for the facts and accuracy of the information presented herein. This document is disseminated under the sponsorship of the Department of Transportation, University Transportation Centers Program, in the interest of information exchange. The U.S. Government assumes no liability for the contents or use thereof. ABSTRACT Ultra-High Performance Concrete (UHPC) is a highly advanced material that has been created as a result of many years of concrete research and development. UHPC addresses a number of concerns that plague most concrete types by taking advantage of today’s latest technology in order to produce this innovative product. Although UHPC is known for producing many beneficial qualities for concrete users, because of the unique makeup of the material, there are some areas that remain unexplored. For instance, the mixer typically specified to batch UHPC is a high shear/energy mixer (e.g. pan). Currently, little information is known as to whether a beneficial or negative impact may be experienced in concrete properties (e.g. flow, strength, MOE) when a lower shear/energy mixer (e.g. drum/ready-mix truck) is used. Another point of interest that has not been explored is the effect on fresh concrete temperature produced when the dry constituent mixing materials (also referred to as premix), such as portland cement, aggregate, silica fume, and ground quartz, are placed at some specific temperature and batched with ice as a replacement for mixing water. Because of these two uncertainties, the goal of this thesis is to rectify such unknowns. Two studies were fashioned addressing the issues listed in the previous paragraph. Both studies documented UHPC fresh (flow and temperature) and hardened properties (modulus of elasticity and compressive strength) to gather information for analysis purposes. The influence of ice on resultant batch temperature could not be determined for the small pan made batches. The drum mixed batches, with their larger volume of materials, proved more beneficial for analysis. Flows for both mixers were erratic over time, but were generally within the acceptable specifications; this fact was dependent upon the type of mixer used. Two different curing procedures were used during the research period. The type of curing regimen used largely influenced UHPC hardened properties. Depending upon the type of curing method used, a stark difference in ultimate strength and MOE values could be observed. TABLE OF CONTENTS CHAPTER 1 INTRODUCTION ...................................................................................................... 1 1.1 GENERAL ........................................................................................................................ 1 1.2 OBJECTIVES ................................................................................................................... 1 1.3 SCOPE ............................................................................................................................. 3 CHAPTER 2 LITERATURE REVIEW ............................................................................................ 4 2.1 GENERAL ........................................................................................................................ 4 2.2 HISTORY OF EARLY CONCRETE ................................................................................. 4 2.3 UHPC ............................................................................................................................... 5 2.3.1 Fibers ........................................................................................................................... 8 2.3.2 UHPC Types .............................................................................................................. 10 2.4 MIXERS.......................................................................................................................... 16 2.4.1 Batch Mixers............................................................................................................... 16 2.4.2 Continuous Mixers ..................................................................................................... 18 2.4.3 Differences between Batch and Continuous Mixers .................................................. 18 2.5 CONCRETE MIXING ..................................................................................................... 19 2.6 CONCRETE TEMPERATURE ....................................................................................... 21 2.6.1 Preventing High Fresh Concrete Temperatures ........................................................ 22 2.6.2 Effect of Concrete Temperature on Admixture Performance ..................................... 23 2.7 CONCLUSION ............................................................................................................... 24 CHAPTER 3 EXPERIMENTAL PROCEDURES AND RESEARCH PROGRAM ....................... 25 3.1 GENERAL ...................................................................................................................... 25 3.2 SCOPE ........................................................................................................................... 25 3.3 TEMPERATURE STUDY ............................................................................................... 26 vi 3.3.1 Premix Temperature Conditions ................................................................................ 27 3.4 MIXER STUDY ............................................................................................................... 29 3.4.1 Hobart®/Blakeslee® Pan Mixer Information .............................................................. 30 3.4.2 Stone® Rotating Drum Information ............................................................................ 30 3.4.3 Ready-Mix Truck Information ..................................................................................... 31 3.5 MATERIALS ................................................................................................................... 31 3.5.1 Superplasticizer .......................................................................................................... 31 3.5.2 Premix ........................................................................................................................ 31 3.5.3 Fibers ......................................................................................................................... 31 3.6 PRECISION.................................................................................................................... 31 3.7 THERMOCOUPLE TEMPERATURE RECORDING ..................................................... 32 3.7.1 Fiber and Premix Resistance to Changes in Temperature ........................................ 32 3.7.2 UHPC Heat Evolution ................................................................................................. 33 3.8 BATCHING METHODS .................................................................................................. 34 3.8.1 Full Batch Method ...................................................................................................... 34 3.8.2 Half Batch Method ...................................................................................................... 38 3.9 SAMPLING ..................................................................................................................... 40 3.10 CASTING AND CURING ............................................................................................... 41 3.11 FRESH CONCRETE TESTS ......................................................................................... 41 3.11.1 Temperature ........................................................................................................... 41 3.11.2 Flow ........................................................................................................................ 42 3.12 HARDENED CONCRETE TESTS ................................................................................. 43 3.12.1 Compressive Strength ............................................................................................ 43 vii 3.12.2 Modulus of Elasticity .............................................................................................. 43 CHAPTER 4 RESULTS AND ANALYSIS ................................................................................... 45 4.1 GENERAL ...................................................................................................................... 45 4.2 TEMPERATURE STUDY ............................................................................................... 45 4.2.1 Fresh Concrete Properties ......................................................................................... 45 4.2.2 Hardened Concrete Properties .................................................................................. 62 4.3 MIXER STUDY ............................................................................................................... 68 4.3.1 Mixture Homogeneity ................................................................................................. 68 4.3.2 Mixing Time ................................................................................................................ 70 4.3.3
Load more

Recommended publications
  • Construction Materials
    A Course Material on Construction Materials By Mr. R.Arthanareswaran LECTURER DEPARTMENT OF CIVIL ENGINEERING SASURIE COLLEGE OF ENGINEERING VIJAYAMANGALAM – 638 056 QUALITY CERTIFICATE This is to certify that the e-course material Subject Code : CE6401 Scubject : Construction Materials Class : II Year CIVIL being prepared by me and it meets the knowledge requirement of the university curriculum. Signature of the Author Name: R.Arthanareswaaran Designation: Lecturer This is to certify that the course material being prepared by Mr.R.Arthanareswaran is of adequate quality. He has referred more than five books amont them minimum one is from aborad author. Signature of HD Name: N.Sathish Kumar SEAL Table of Contents Chapter No Title Page No 1 Stones – Bricks – Concrete Blocks 1.1 Characteristics Of Good Building Stone 1 1.2 Testing of Stones 2 1.3 Deterioration Of Stones 8 1.4 Durability of Stones 9 1.5 Preservation of Stones 9 1.6 Selection of Stones 10 1.7 Bricks 10 1.8 Classification of bricks 11 1.9 Manufacturing Of Bricks 13 1.10 Testing of Bricks 19 1.11Fire-Clay Bricks Or Refractory Bricks 22 2 Lime – Cement – Aggregates – Mortar 2.1 Lime Mortar 24 2.2 Composition Of Cement Clinker 25 2.3 Hydration Of Cement 28 2.4 Rate Of Hydration 29 2.5 Manufacture Of Cement 29 2.6 Testing of Cement 32 2.7 Types Of Cement 45 2.8 Testing Of Aggregates 50 3 Concrete 3.1 Concrete 59 3.2 Ingredients 59 3.3 Manufacturing Process 59 3.4 Ready Mixed Concrete (RMC) 66 3.5 Properties of Fresh Concrete: 68 3.6 Properties Of Hardened Concrete 69 3.7 Mix Design
    [Show full text]
  • (12) United States Patent (10) Patent No.: US 8,502,179 B1 Zolli (45) Date of Patent: Aug
    US008502179B1 (12) United States Patent (10) Patent No.: US 8,502,179 B1 Zolli (45) Date of Patent: Aug. 6, 2013 (54) AMAL.GAM OF CRUSHED HAZARDOUS (56) References Cited RADIOACTIVE WASTE, SUCH AS SPENT NUCLEARFUEL RODS, MIXED WITH U.S. PATENT DOCUMENTS COPIOUSAMOUNTS OF LEAD PELLETS, 3,696,636 A 10, 1972 Mille ALSO GRANULATED, TO FORMA MIXTURE 4,102,512 A 7/1978 Lewallyn N.WHICH LEAD GRANULES OVERWHELM 4.338,215 A * 7/1982 Shaffer et al. ................... 588, 15 5,278,879 A 1/1994 McDaniels, Jr. 5,711,016 A * 1/1998 Carpena et al. ................. 588.10 (76) Inventor: Christine Lydie Zolli, Oldwick, NJ (US) 2002/O122525 A1 9/2002 Rosenberger 2006/0233685 A1 * 10, 2006 Janes ................................ 423.3 (*) Notice: Subject to any disclaimer, the term of this 2009/0205363 A1* 8, 2009 de Strulle ........................ 62/533 patent is extended or adjusted under 35 * cited by examiner U.S.C. 154(b) by 175 days. Primary Examiner — Robert Kim (74) Attorney, Agent, or Firm — Hess Patent Law Firm LLC; (21) Appl. No.: 13/173,205 Robert J. Hess (22) Filed: Jun. 30, 2011 (57) ABSTRACT A method, a product and an apparatus Suited to transform (51) Int. C. radioactive waste by forming an amalgam of crushed hazard G2 IF 3/00 (2006.01) ous radioactive waste, such as spent nuclear fuel rods, mixed G2 IF L/12 (2006.01) with copious amounts of lead pellets, also granulated, to form U.S. C. a mixture in which lead granules overwhelm, and which is (52) then further enclosed between solid lead slabs and com USPC ..................
    [Show full text]
  • Parametric Study of Self -Consolidating Concrete
    UNLV Retrospective Theses & Dissertations 1-1-2008 Parametric study of self -consolidating concrete Hamidou Diawara University of Nevada, Las Vegas Follow this and additional works at: https://digitalscholarship.unlv.edu/rtds Repository Citation Diawara, Hamidou, "Parametric study of self -consolidating concrete" (2008). UNLV Retrospective Theses & Dissertations. 2837. http://dx.doi.org/10.25669/kdxy-kly0 This Dissertation is protected by copyright and/or related rights. It has been brought to you by Digital Scholarship@UNLV with permission from the rights-holder(s). You are free to use this Dissertation in any way that is permitted by the copyright and related rights legislation that applies to your use. For other uses you need to obtain permission from the rights-holder(s) directly, unless additional rights are indicated by a Creative Commons license in the record and/or on the work itself. This Dissertation has been accepted for inclusion in UNLV Retrospective Theses & Dissertations by an authorized administrator of Digital Scholarship@UNLV. For more information, please contact [email protected]. PARAMETRIC STUDY OF SELF-CONSOLIDATING CONCRETE by Hamidou Diawara Bachelor of Science National School of Engineering, Mali 1987 Master of Science Southern Illinois University at Carbondale 1998 A dissertation submitted in partial fulfillment of the requirements for the Doctorate of Philosophy Degree in Civil and Environmental Engineering Department of Civil and Environmental Engineering Howard R. Hughes College of Engineering Graduate College University of Nevada, Las Vegas December 2008 UMI Number: 3352169 INFORMATION TO USERS The quality of this reproduction is dependent upon the quality of the copy submitted. Broken or indistinct print, colored or poor quality illustrations and photographs, print bleed-through, substandard margins, and improper alignment can adversely affect reproduction.
    [Show full text]
  • Sensitivity Analysis of a Dem Model for the Dry-Mixing of Concrete Constituents in a Screw-Conveyor
    MASTER THESIS SENSITIVITY ANALYSIS OF A DEM MODEL FOR THE DRY-MIXING OF CONCRETE CONSTITUENTS IN A SCREW-CONVEYOR AUTHOR Raïsa N. Roeplal Faculty of Engineering Technology, Department of Mechanical Engineering Chair of Thermal &Fluid Mechanics EXAMINATION COMMITTEE Chairman: prof. S. Luding Supervisor: dr. T. Weinhart External member: prof. dr. ir. C. H. Venner External member: I. Vrooijink, MSc. DOCUMENT NUMBER ME - 325 DATE October 31st, 2019 S ENSITIVITY ANALYSIS OF A DEM MODELFORTHEDRY- MIXING OFCONCRETECONSTITUENTSINASCREW- CONVEYOR Author Raïsa N. Roeplal University of Twente Faculty of Engineering Technology Department of Mechanical Engineering, Thermal & Fluid Engineering, Multi-Scale Mechanics group ID-number: s1817094 e-mail: [email protected] Graduation Committee Chairman: prof. Stefan Luding Supervisor: dr. Thomas Weinhart External member: prof. dr. ir. C. H. Venner External member: I. Vrooijink, MSc. Report number: 325 October 21, 2019 This is a blank page PREFACE PREFACE This thesis embodies the work I have done to conclude my ME-Master studies at the University of Twente. Throughout my time at the UT I have learned a lot –academically, socially, mentally– and have gotten to know many people who have supported me and, in this way, have also contributed to this work. I would like to take this opportunity to share my experiences and thank them. First of all, to those who made this work possible: Ivo Vrooijink, dr. Thomas Wieinhart and prof. Stefan Luding. In the second year of my studies, I became interested in concrete printing technologies and decided to focus on this field for my thesis. During my search for a graduation project I came into contact with Ivo, who supervises the concrete printing project “Konkreet” at the Saxion University of Applied Sciences.
    [Show full text]
  • Prescriptive Mixture Design of Self-Consolidating Concrete
    PRESCRIPTIVE MIXTURE DESIGN OF SELF-CONSOLIDATING CONCRETE NDOT RESEARCH Agreement No: P077-06-803 Report Submitted to Nevada Department of Transportation Research Division ATTN: Dr. Tie He 1263 S. Stewart Street Carson City, NV 89712 By Nader Ghafoori, Ph.D., P.E., Professor and Chairman and Hamidou Diawara, MSc, Doctorate student and Research assistant University of Nevada, Las Vegas Civil and Environmental Engineering Department 4505 Maryland Parkway Box 454015 Las Vegas, Nevada 89154-4015 Phone: (702)895-3701 Fax: (702)895-3936 May 2008 ABSTRACT OF THE REPORT PRESCRIPTIVE MIXTURE DESIGN OF SELF-CONSOLIDATING CONCRETE The research investigation presented herein was intended to study the influence of parameters such as aggregate size, admixture source, hauling time, temperature and pumping on the fresh and hardened properties of three distinct groups of self- consolidating concretes (SCC). Within each group, the selected self-consolidating concretes were made with a constant water-to-cementitious materials ratio, a uniform cementitious materials (cement and fly ash) content, and a constant coarse-to-fine aggregate ratio that provided the optimum aggregate gradation. Three coarse aggregate sizes (ASTM C 33 #8, #7, and #67) obtained from two different quarries were investigated. Four sources of polycarboxylate-based high range water reducing admixtures (HRWRA), along with their corresponding viscosity modifying admixtures (VMA), were used. All raw materials were evaluated for their physico-chemical characteristics. The investigation presented
    [Show full text]
  • Factors Affecting Workability
    UNIT 3 PROPERTIES OF FRESH CONCRETE Fresh concrete - Workability - Factors affecting workability - Measurement of workability - Segregation Bleeding - Concrete manufacturing - Convention - Ready mix and Advantage of Ready mix - Finishing. Compaction Curing - Strength of concrete - Elasticity - Creep - Shrinkage - elastic behavior of concrete - Durability of concrete Factors affecting strength of concrete and Durability of concrete - Cracks in concrete - Chemical attacks-carbonation. Durability of concrete: effect of Admixtures on properties of concrete causes of concrete deterioration, alkali aggregate reaction, deterioration by chemical actions, concrete in marine environment What is concrete? Concrete is one of the most commonly used building materials. Concrete is a composite material made from several readily available constituents (aggregates, sand, cement, water). Concrete is a versatile material that can easily be mixed to meet a variety of special needs and formed to virtually any shape. Concrete solidifies and hardens after mixing with water and placement due to a chemical process known as hydration. The water reacts with the cement, which bonds the other components together, eventually creating a stone-like material. In order to increase the strength of concrete chemical admixtures are also added. Chemical admixtures like; 1. Super plasticizers – Salts of organic sulphonates Ligno sulphonates, Sulphonated melamine formaldehyde (SMF), Sulphonated naphthalene formaldehyde (SNF) Polycarboxylic ether (PCE) 2. Air-entraining agents - Natural wood resins , Synthetic detergents and Salts of petroleum acids) , 3. Accelerators - Inorganic Calcium chloride, Formates, Nitrates Thiocyanates Silicates Aluminates 4. Retarders - Organic Chemicals- Carbohydrates Hydroxycarboxylic acids and salts Phosphates Few Admixtures can be classified by function as follows: 1. Air-entraining admixtures 2. Water-reducing admixtures 3. Plasticizers 4.
    [Show full text]
  • CONCRETE TECHNOLOGY RCI4D002 3-0-0 B.Tech 4Th SEMESTER CIVIL Branch
    CONCRETE TECHNOLOGY RCI4D002 3-0-0 B.Tech 4th SEMESTER CIVIL Branch Prepared by Rajesh Kumar Sahu Sr. Lect Dept.of Civil Engineering P.K.A.C.E., Bargarh MODULE I CEMENT Cement is a binder, a substance that sets and hardens and can bind other materials together. Cements used in construction can be characterized as being either hydraulic or non-hydraulic, depending upon the ability of the cement to be used in the presence of water. Non-hydraulic cement will not set in wet conditions or underwater, rather it sets as it dries and reacts with carbon dioxide in the air. It can be attacked by some aggressive chemicals after setting. Hydraulic cement is made by replacing some of the cement in a mix with activated aluminum silicates, pozzolana, such as fly ash. The chemical reaction results in hydrates that are not very water-soluble and so are quite durable in water and safe from chemical attack. This allows setting in wet condition or underwater and further protects the hardened material from chemical attack (e.g., Portland cement). Uses:- Cement mortar for Masonry work, plaster and pointing etc. Concrete for laying floors, roofs and constructing lintels, beams, weather- shed, stairs, pillars etc. Construction of water, wells, tennis courts, septic tanks, lamp posts, telephone cabins etc. Making joint for joints, pipes, etc. Manufacturing of precast pipes, garden seats, flower posts, etc. Preparation of foundation, water tight floors, footpaths, etc. ORDINARY PORTLAND CEMENT:- Ordinary Portland cement is the most common type of cement in general use around the world. This cement is made by heating limestone (calcium carbonate) with small quantities of other materials (such as clay) to 1450°C in a kiln, in a process known as calcinations, whereby a molecule of carbon dioxide is liberated from the calcium carbonate to form calcium oxide, or quicklime, which is then blended with the other materials that have been included in the mix.
    [Show full text]
  • Concrete Mixer - Wikipedia Page 1 of 6
    Concrete mixer - Wikipedia Page 1 of 6 Concrete mixer From Wikipedia, the free encyclopedia A concrete mixer (often mistakenly called a cement mixer) is a device that homogeneously combines cement, aggregate such as sand or gravel, and water to form concrete. A typical concrete mixer uses a revolving drum to mix the components. For smaller volume works portable concrete mixers are often used so that the concrete can be made at the construction site, giving the workers ample time to use the concrete before it hardens. An alternative to a machine is mixing concrete by hand. This is usually done in a wheelbarrow; however, several companies have recently begun to sell modified tarps for this purpose. The concrete mixer was invented by Columbus industrialist Gebhardt Jaeger.[1] Contents ◾ 1 Industrial mixers ◾ 2 Trucks and trailers ◾ 2.1 Concrete mixing transport trucks ◾ 2.2 Concrete mixer trailers ◾ 2.3 Metered concrete trucks ◾ 3 On-site and portable concrete mixers ◾ 4 Self loading Concrete Mixers ◾ 5 In fiction ◾ 5.1 Television ◾ 6See also ◾ 7 References Industrial mixers Today's market increasingly requires consistent homogeneity and short mixing times for the industrial production of ready-mix concrete, and more so for precast/prestressed concrete. This has resulted in refinement of mixing technologies for concrete production. Different styles of stationary mixers have been developed, each with its own inherent strengths targeting different parts of the concrete production market. The most common mixers used today fall into 3 categories: ◾ Twin-shaft mixers, known for their high intensity mixing, and short mixing times. These mixers are typically used for high strength concrete, RCC and SCC, typically in batches of 2–6 m3 (2.6 –7.8 cu yd).
    [Show full text]
  • Sri Vidya College of Engineering & Technology Lecture Notes
    SRI VIDYA COLLEGE OF ENGINEERING & TECHNOLOGY LECTURE NOTES Chapter 3 Concrete Concrete – Ingredients – Manufacturing Process – Batching plants – RMC – Properties of fresh concrete – Slump – Flow and compaction Factor – Properties of hardened concrete – Compressive, Tensile and shear strength – Modulus of rupture – Tests – Mix specification – Mix proportioning – BIS method – High Strength Concrete and HPC – Self compacting Concrete – Other types of Concrete – Durability of Concrete. 3.1 Concrete Concrete is a mixture of cement (11%), fine aggregates (26%),coarse aggregates (41%) and water (16%) and air (6%). Cement Powder Cement + Water Cement Paste Cement Paste + Fine Aggregate (FA) Mortar Mortar + Coarse Aggregate (CA) Concrete Portland cement, water, sand, and coarse aggregate are proportioned and mixed to produce concrete suited to the particular job for which it is intended. Concrete a composite man- made material, is the most widely used building material in the construction industry. It consists of a rationally chosen mixture of binding material such as lime or cement, well graded fine and coarse aggregates, water and admixtures (to produce concrete with special properties). In a concrete mix, cement and water form a paste or matrix which in addition to filling the voids of the fine aggregate, coats the surface of fine and coarse aggregates and binds them together. The matrix is usually 22-34% of the total volume. Freshly mixed concrete before set is known as wet or green concrete whereas after setting and hardening it is known as set or hardened concrete. 3.2 Ingredients The concrete consisting of cement, sand and coarse aggregates mixed in a suitable proportions in addition to water is called cement concrete.
    [Show full text]
  • UNIT 5 – CONSTRUCTION EQUIPMENT 2 MARKS 1. What Is
    UNIT 5 – CONSTRUCTION EQUIPMENT 2 MARKS 1. What is meant by dredging? (April/May 2017,Nov/Dec2015) Dredgers are used for excavation from riverbed, lake or sea for purpose of deepening them. Dredging is an important operation in navigation canals, harbours, dams etc. 2. How to calculate output of scraper (April/May 2017) Scrapers can be very efficient on short hauls where the cut and fill areas are close together and have sufficient length to fill the hopper. The heavier scraper types have two engines ("tandem powered"), one driving the front wheels, one driving the rear wheels, with engines up to 400 kW (536 hp). Multiple scrapers can work together in a push-pull fashion but this requires a long cut area. 3. List out equipment for earthmoving operations (April/May 2019, April/May 2018) . Excavators . Backhoe Loaders . Bulldozers . Skid-Steer Loaders . Trenchers 4. Define Dredging (April/May 2018, 2019,Nov/Dec 2015) Dredgers are used for excavation from riverbed, lake or sea for purpose of deepening them. Dredging is an important operation in navigation canals, harbours, dams etc. 5. Difference between single and double acting hammer (Nov/Dec 2015) A single-acting steam hammer is raised by the pressure of steam injected into the lower part of a cylinder and drops under gravity when the pressure is released. With the more common double-acting steam hammer, steam is also used to push the ram down, giving a more powerful blow at the die. 6. What are the factors influencing compaction(Nov/Dec2016) Moisture content. Types of soil. Amount of compaction.
    [Show full text]
  • Consolidating Concrete
    NDOT Research Report Report No. 077-06-803 Prescriptive Mixture Design of Self- Consolidating Concrete April 2009 Nevada Department of Transportation 1263 South Stewart Street Carson City, NV 89712 Disclaimer This work was sponsored by the Nevada Department of Transportation. The contents of this report reflect the views of the authors, who are responsible for the facts and the accuracy of the data presented herein. The contents do not necessarily reflect the official views or policies of the State of Nevada at the time of publication. This report does not constitute a standard, specification, or regulation. Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. RDT 09-077 4. Title and Subtitle 5. Report Date Prescriptive Mixture Design of Self-Consolidating Concrete May 2008 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Nader Ghafoori, Hamidou Diawara 9. Performing Organization Name and Address 10. Work Unit No. University of Nevada, Las Vegas 11. Contract or Grant No. Civil and Environmental Engineering Department 4505 Maryland Parkway, Box 454015 P077-06-803 Las Vegas, Nevada 89154-4015 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Nevada Department of Transportation Final Report 1263 S. Stewart Street Carson City, Nevada 89712 14. Sponsoring Agency Code 15. Supplementary Notes 16. Abstract This research studied the influence of aggregate size, admixture source, hauling time, temperature and pumping on the fresh and hardened properties of three distinct groups of self-consolidating concretes (SCC.) The first phase of investigation compared dosages of admixtures and properties of the variants.
    [Show full text]
  • Aggregates & Roadbuilding's
    Commentary Canada’s Rock to Road Publication Buyers' Guide 2011 Volume 24, Issue 6 Full toolbox Editor Bill Tice Tel: 604.346.8416 elcome to the Aggregates & Roadbuilding 2011 Buyers’ [email protected] Guide, a stand-alone directory and product guide to all that matters in the rock-to-road sector. As is the case with all the Consulting Editor W Andy Bateman guides we’ve published over the past quarter century, this one is a com- Tel: 905.633.9681 prehensive list of equipment and services suppliers. In it you’ll find the [email protected] familiar suppliers you’ve used over the years. But you’ll also find some Group Publisher new suppliers, as once again we’ve added a host of new names to the 400- Scott Jamieson plus dedicated players. Tel: 519.429.5180 [email protected] Whether you’re looking for tool or equipment rental, gas engines, pumps, mini excavators, concrete pumps, trailers, screening media, asphalt heaters, or myriad other gear, you’ll find brand National Sales new listings from suppliers you likely have not considered before. Have a look, find a few fresh Tim Tolton Tel: 514.237.6614 names, and see what they can do to improve your operations or reduce your overhead. [email protected] You’ll also find a bit more in the 2011 buyers’ guide, asAggregates & Roadbuilding continues to add to the contents in this extra issue. There are few things contractors buy more of than pick- Guy Fortin up trucks, with a standard fleet for larger companies now topping 50 full-size and heavy-duty Tel: 514.237.6615 [email protected] pickups.
    [Show full text]