Shotcrete Quality Control and Testing for an Underground Mine in Canada
|
|
- Deirdre Robinson
- 7 years ago
- Views:
Transcription
1 Shotcrete Quality Control and Testing for an Underground Mine in Canada By Dudley R. (Rusty) Morgan and Mazin Ezzet AMEC Earth & Environmental, a division of AMEC Americas Limited SHOTCRETE FOR AFRICA CONFERENCE Misty Hills Conference Centre South Africa 2-3 March, 2009
2 Subject of Presentation General Introduction Standards and Codes Shotcrete Materials Requirements Cementing Materials Aggregates Mixing Water Chemical Admixtures Shotcrete Performance Requirements
3 Subject of Presentation (continued) Quality Control Testing Aggregates Batching and Supply (Plastic Shotcrete) Hardened Shotcrete
4 Shotcrete Quality Control Organizational Chart
5 New Underground Gold Mine in British Columbia
6 Portal at Decline into Underground Mine
7 Mobile Mass Batcher Unit Discharging into Ready-Mix Concrete Truck
8 Remixer Unit for Hauling Shotcrete Down Decline
9 Remixer Unit Discharging into Shotcrete Pump at Back of Shotcrete Sprayer
10 Remote Control Shotcrete Sprayer
11 Manipulator Arm on Remote Control Shotcrete Sprayer Shooting ASTM C1550 Round Test Panels
12 Ready for Shotcreting Underground
13 Drilling Face for next Round of Blasting Note Shotcrete with Bolts and Plates
14 Standards and Codes American Concrete Institute (ACI) American Society for Testing and Materials (ASTM) Canadian Standards Association (CSA) National Ready Mix Concrete Association (NRMCA) Concrete Plant Manufacturer s Bureau (CPMP)
15 Standards and Codes ASTM C114 ASTM C ASTM C1116 ASTM C1140 ASTM C1141 ASTM C1436 ASTM C1550 ASTM C1602 ASTM C1604 Standard Test Methods for Chemical Analysis of Hydraulic Cements Standard Test Method for Specific Gravity, Absorption, and Voids in Hardened Concrete Specification for Fibre Reinforced Concrete Standard Practice for Preparing and Testing Specimens from Shotcrete Test Panels Specification for Admixtures for Shotcrete Standard Specification for Materials for Shotcrete Standard Specification for Flexural Toughness of Fibre Reinforced Concrete (Using Centrally Loaded Round Panel) Standard Specification for Mixing Water Used in Production of Hydraulic Cement Concrete Standard Test Method for Obtaining and Testing Drilled Cores of Shotcrete
16 Standards and Codes (continued) American Concrete Institute (ACI) ACI 506R-05 Guide to Shotcrete ACI Specifications for Materials Proportioning and Application of Shotcrete Canadian Standards Association (CSA) CSA A Concrete Materials and Methods of Concrete Construction CSA A Methods of Test and Standard Practices for Concrete CSA A Cementitious Materials for Use in Concrete
17 Shotcrete Materials Cementing Materials Portland Cement: CSA Type GU Fly Ash: CSA Type F or CI Silica Fume: CSA Type SF Other Cementing Materials Natural Pozzolans Calcined Metakaolins Ground Granulated Blast Furnace Slag
18 Limits for Deleterious Substances and Physical Properties of Aggregates CSA Test Method A23.2-3A Property Standard Requirements Clay lumps Maximum Percentage by Mass of Total Sample Fine Aggregate 1 Coarse Aggregate 0.25 A23.2-4A Low-density granular materials A23.2-5A Material finer than 80 µm A A Flat and elongated particles Procedure A, ratios 4:1-20 A A Micro-Deval test A A Unconfined freeze-thaw test - 6 A A Impact and abrasion loss - 50 A23.2-9A MgSO 4 soundness loss 16 12
19 Grading Limits for Fine Aggregate Total Passing Sieve, Percentage by Mass Sieve Size 10 mm 5 mm 2.5 mm 1.25 mm 630 µm 315 µm 160 µm 80 µm FA
20 Grading Limits for Coarse Aggregate Nominal Size of Aggregate 14 mm 10 mm 5 mm 2.5 mm 1.25 mm Total Passing Sieve, Percentage by Mass
21 Grading Limits for Combined Aggregates Sieve Size 14 mm 10 mm 5 mm 2.5 mm µm 315 µm 160 µm 80 µm Total passing sieve, percentage by mass
22 Graph of ACI No. 1 & No. 2 Gradings 120 Percent Passing ACI Gradation 1 Limits ACI Gradation 2 Limits Combined % Passing Metric Sieve Size
23 Chemical Limits for Mixing Water Maximum Concentration In Mixing Water, ppm Chloride as Cl Sulphate as SO Alkalies as (Na 2 O K 2 O) Total solids by mass Limits ,000 ASTM Test Method C114 C114 C114 C1603
24 Chemical Admixtures Water Reducing Admixtures Set Retarding or Hydration Controlling Admixtures Air Entraining Admixtures Set Accelerators Added at Nozzle
25 Fibres Steel Fibres: ASTM C1116 Type I and ASTM A 820 Synthetic Fibres: ASTM C1116 Type III
26 Typical Shotcrete Performance Requirements Test Method - CSA A23.2 5C - CSA A23.2 4C Penetrometer as calibrated against beams tested as equivalent cubes ASTM C1604 & CSA A C ASTM C642 ASTM C1550 Air content as shot Property Maximum water/cementing materials ratio Slump (at discharge into shotcrete pump) Temperature (at discharge into shotcrete pump) Minimum early age compressive strength before re-entry under shotcrete Minimum compressive strength of shotcrete cores 1 Day 7 Days 28 Days Maximum values of boiled absorption Maximum volume of permeable voids Minimum Joules energy at 40 mm deflection in round panel test Performance Requirement ±20 mm o C 2-5 % 2 MPa 10MPa 30 MPa 40 MPa 9 % 18 % *
27 Fibre Reinforced Shotcrete Testing in North America Steel fibre synthetic macro-fibre reinforced shotcrete in North America has been tested to the following ASTM Standards: ASTM C1018: Standard test method for flexural toughness and first-crack strength of fiber-reinforced concrete (using beam with third point loading) first published 1984, withdrawn 2006 ASTM C1609: Standard test method for flexural performance of fiber-reinforced concrete (using beam with third point loading) first published 2005 ASTM C1550: Standard test method for flexural toughness of fiber reinforced concrete (using centrally loaded round panel)
28 ASTM C1018 and ASTM C1609 Beam Test
29 Fibre Shotcrete Tests ASTM C1018 Load vs Deflection Curve Test Results Include: First crack and ultimate flexural strengths (MPa) Toughness Indices I 5, I 10, I 20, etc Residual Strength Factors R 5, 10, R 10, 20, etc. Problems of reliability with this test method and withdrawn in 2006
30 Flexural Toughness Performance Levels Morgan and Chen, 1995
31 Fibre Shotcrete Beam Tests ASTM C1609 Load vs Deflection Curve
32 ASTM C1550 Round Panel Test
33 ASTM C1550 Round Panel Test
34 Technical Report
35 Typical Shotcrete Mixture Design Material Mass per m 3 SSD Agg [kg] Density [kg/m 3 ] Volume [m 3 ] Cement Type GU Silica Fume Coarse Aggregate (10-2.5mm, SSD) Fine Aggregate (SSD) Estimated Water, L High Water Reducing Admixture, L Hydration Controlling Admixture, L Macro Synthetic Fibre Air Content: At Pump (+/- 1.5%) At Shot (%) Total 2354 Yield (m3) =
36 Shotcrete Quality Control Certification and Testing Aggregates Batch Plant Mixers Plastic Shotcrete Hardened Shotcrete
37 Shotcrete Aggregates Testing Frequency CSA Test Method A23.2-3A A23.2-4A A23.2-5A A A A A A A A A A23.2-9A A A A A23.2-2A A23.2-6A A23.2-7A A A A A Property Clay Lumps Low Density Granular Materials Material Finer than 80 µm Flat and Elongated Particles Micro-Deval Test Unconfined Freeze-thaw Test Impact and Abrasion Loss MgSO 4 Soundness Loss Petrographic Analysis Alkali Silica Reactivity Sieve Analysis of Fine and Coarse Aggregates Relative Density and Absorption of Fine Aggregates Organic Impurities Colour Test Relative Density and Absorption of Coarse Aggregate Surface Moisture in Fine and Coarse Aggregates Testing Frequency 6 months 6 months 1 week 6 months 6 months 6 months 6 months 6 months 1 year 1 year Each delivery 6 months 1 week 6 months Each day
38 Shotcrete Batching and Supply Certification and Testing Test Method Test Procedure Testing Frequency NRMCA CPMB 100 M-07 Certification of ready mixed concrete production facilities using truck mixing At start of project and every 2 years NRMCA CPMB 100 M-07 Certification of ready mix concrete truck mixers and remixer units Before use and every 6 months NRMCA CPMB 100 M-07 Batch records with solid materials in kg and liquids in L Each batch of shotcrete produced
39 Plastic Shotcrete QC Testing Test Method CSA A23.2-5C CSA A23.2-5C CSA A23.2-7C CSA A23.2-7C Modified CSA A23.2-7C Modified Test Procedure Slump at discharge into remixer unit Slump at discharge into shotcrete pump Shotcrete and ambient temperatures at discharge into remixer unit and at shotcrete pump Air content of plastic shotcrete at discharge into remixer unit and at shotcrete pump Air Content as-shot (without accelerator) Wash-out test to determine uniformity of fibre distribution at discharge from remixer unit Testing Frequency Each batch of shotcrete produced At beginning of each shift Each batch of shotcrete produced At start of project and with any change in mixture proportions At start of project and with any change of mixture proportions At start of project and with any change in fibre type or dosage
40 Hardened Shotcrete QC Testing Test Method Ref. 1 Penetrometer ASTM C1140 ASTM C1604 ASTM C642 ASTM C1550 ASTM C1550 Test Description Early age compressive strength of beams as equivalent cubes Early age compressive strength estimate using penetrometer Compressive strength of cores extracted from shotcrete test panel at age 1 day (1 core), 7 days (1 core) and 28 days (2 cores) Boiled absorption and volume of permeable voids Round panel test to 40mm deflection Round panel test to 40 mm deflection Testing Frequency At start of project and with any change in mixture proportions or accelerator type or dosage One heading per shift One heading per week for each shotcrete robot and each shotcrete crew used One heading per week for each shotcrete robot used Two panels at each of ages 7 and 28 days at start of project for one fibre type and dosage Two panels at 28 days for each week of shotcrete production or at any change in fibre type or dosage
41 Quality Assurance Plan Shotcrete Quality Control Shotcrete Materials Check List Inspection and Test Plan (ITP) a) Materials b) Batching and Supply c) Hardened Shotcrete Shotcrete Quality Audit Non-conformance Report (NCR) Opportunity for Improvement Report (OFI) Corrective Action Report (CAR) Audit Report
42 Conclusions Production of quality shotcrete in an underground environment requires: Rigorous shotcrete specifications Implementation of a quality management plan (follow ISO 9000 approach) Pre-production qualification of all materials and shotcrete mixture design Implementation of a systematic quality control inspection and testing plan for the aggregates, mix water and plastic and hardened shotcrete Use of nozzlemen and shotcrete batching, supply and application crew properly trained and qualified
Example Specification for Concrete using Current Building Code Requirements
Example Specification for Concrete using Current Building Code Requirements DISCLAIMER: This specification is an example that accompanies a seminar titled The P2P Initiative: Performance-based Specs for
More information1.5 Concrete (Part I)
1.5 Concrete (Part I) This section covers the following topics. Constituents of Concrete Properties of Hardened Concrete (Part I) 1.5.1 Constituents of Concrete Introduction Concrete is a composite material
More informationSTATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL SPECIFICATION 888 PORTLAND CEMENT CONCRETE PAVEMENT USING QC/QA.
STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL SPECIFICATION 888 PORTLAND CEMENT CONCRETE PAVEMENT USING QC/QA October 21, 2011 888.01 General 888.02 Materials 888.03 Concrete Proportioning 888.04
More informationSECTION 18 - CAST IN PLACE HIGH PERFORMANCE CONCRETE (HPC)
SECTION 18 - CAST IN PLACE HIGH PERFORMANCE CONCRETE (HPC) 1.0 DESCRIPTION This section details the requirements for materials and methods in the proportioning, mixing, transporting, placing, finishing
More informationPROPERTIES AND MIX DESIGNATIONS 5-694.200
September 1, 2003 CONCRETE MANUAL 5-694.200 5-694.210 PROPERTIES OF CONCRETE PROPERTIES AND MIX DESIGNATIONS 5-694.200 Inspectors should familiarize themselves with the most important properties of concrete:
More informationChapter 8 Design of Concrete Mixes
Chapter 8 Design of Concrete Mixes 1 The basic procedure for mix design is applicable to concrete for most purposes including pavements. Concrete mixes should meet; Workability (slump/vebe) Compressive
More informationEFFECT OF NANO-SILICA ON CONCRETE CONTAINING METAKAOLIN
International Journal of Civil Engineering and Technology (IJCIET) Volume 7, Issue 1, Jan-Feb 2016, pp. 104-112, Article ID: IJCIET_07_01_009 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=7&itype=1
More informationNRMCA Quality Certification. Ready Mixed Concrete Quality Management System. Certification Criteria Document
NRMCA Quality Certification Ready Mixed Concrete Quality Management System Certification Criteria Document Version 1 February 2014 NRMCA Quality Certification Ready Mixed Concrete Quality Management System
More informationRecycled Concrete Pavement and Other Recycled Materials in Concrete Pavements
Recycled Concrete Pavement and Other Recycled Materials in Concrete Pavements Infrastructure Applications Utilizing Recycled Materials in South Carolina What/Who is NRMCA? National Ready-Mixed Concrete
More informationEXPERIMENTAL INVESTIGATION ON BEHAVIOUR OF NANO CONCRETE
International Journal of Civil Engineering and Technology (IJCIET) Volume 7, Issue 2, March-April 2016, pp. 315 320, Article ID: IJCIET_07_02_027 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=7&itype=2
More informationPavement Thickness. esign and RCC-Pave Software. Roller-Compacted Concrete Pavement: Design and Construction. October 24, 2006 Atlanta, Georgia
Roller-Compacted Concrete Pavement: Design and Construction Pavement Thickness esign and RCC-Pave Software Gregory E. Halsted, P.E. Pavements Engineer Portland Cement Association October 24, 2006 Atlanta,
More informationCentrifugal Sprayed Concrete for Lining Horizontal Pipes and Culverts and Vertical Shafts
Centrifugal Sprayed Concrete for Lining Horizontal Pipes and Culverts and Vertical Shafts D.R. (Rusty) Morgan AMEC Earth & Environmental, a division of AMEC Americas Limited Vancouver, British Columbia,
More informationNOTE: FOR PROJECTS REQUIRING CONTRACTOR MIX DESIGN, THE DESIGN PROCEDURES ARE SPECIFIED IN THE SPECIAL PROVISIONS OF THE CONTRACT.
September 1, 2003 CONCRETE MANUAL 5-694.300 MIX DESIGN 5-694.300 NOTE: FOR PROJECTS REQUIRING CONTRACTOR MIX DESIGN, THE DESIGN PROCEDURES ARE SPECIFIED IN THE SPECIAL PROVISIONS OF THE CONTRACT. 5-694.301
More informationManufacturing Quality Concrete Products
CEMEX USA - Technical Bulletin 8.0 Manufacturing Quality Concrete Products Establishing or Upgrading a Quality Program Overview The following guidelines were developed for MCP (manufactured concrete products)
More informationCEMENT AND CONCRETE IN AFRICA PRESENTATION OF UNIVERSITY OF THE WITWATERSRAND SOUTH AFRICA AKINDAHUNSI A. A
CEMENT AND CONCRETE IN AFRICA PRESENTATION OF UNIVERSITY OF THE WITWATERSRAND SOUTH AFRICA BY AKINDAHUNSI A. A INTRODUCTION Concrete: Most widely used material About a ton of concrete produced per person
More informationMass Concrete. Robert Moser CEE8813A Material Science of Concrete. Definitions & Standards, Thermal Cracking, and Temperature Rise
Mass Concrete Robert Moser CEE8813A Material Science of Concrete Lecture Overview General Overview Definitions & Standards, Thermal Cracking, and Temperature Rise Temperature & Stress Prediction Factors
More informationStrength and Workability Characteristics of Concrete by Using Different Super Plasticizers
International Journal of Materials Engineering 12, 2(1): 7-11 DOI: 1.923/j.ijme.11.2 Strength and Workability Characteristics of Concrete by Using Different Super Plasticizers Venu Malagavelli *, Neelakanteswara
More informationCHAPTER 4 CONCRETE TRAINING AND QUALIFICATIONPROGRAM
Concrete Training Qualification Program Topic No. 700-000-001 Effective: July 1, 2002 Construction Training and Qualification Manual Revision: March 22, 2011 Concrete Training and Qualification Program
More informationCGA Standard Practices Series. Article 600 Standard for Pozzolan Enhanced Grouts Used in Annular Seals & Well Destruction
California Groundwater Association An NGWA Affiliate State PO Box 14369 Santa Rosa CA 95402 707-578-4408 fax: 707-546-4906 email: cga@groundh2o.org website: www.groundh2o.org CGA Standard Practices Series
More informationSafetyBuletin. Concrete101 Aguidetounderstandingthequalitiesofconcrete andhowtheyaffectpumping
SafetyBuletin Concrete101 Aguidetounderstandingthequalitiesofconcrete andhowtheyaffectpumping Copyright 2008 v1.01 ACPA All rights reserved Manufacturer s recommendations supersede any and all information
More informationRapid Chloride Permeability Testing
Rapid Chloride Permeability Testing A test that can be used for a wide range of applications and quality control purposes if the inherent limitations are understood By Prakash Joshi and Cesar Chan C orrosion
More informationOptimum Curing Cycles for Precast Concrete
Optimum Curing Cycles for Precast Concrete Dr Norwood Harrison, Technical Support Manager, Humes Mr Tom Howie, Manager Engineered Structures, Humes Prepared for the Concrete Pipe Association of Australasia,
More informationSustainable Concrete: The Role of Performance-based Specifications
Sustainable Concrete: The Role of Performance-based Specifications Lionel Lemay 1, Colin Lobo 2 and Karthik Obla 3 1 National Ready Mixed Concrete Association, 1244 Crane Blvd., Libertyville, IL, 60048;
More informationStudy of durability of sprayed concrete
Study of durability of sprayed concrete ADAM HUBÁČEK, RUDOLF HELA Department of Technology of Building Materials and Components Brno University of Technology, Faculty of Civil Engineering Veveří 95, 602
More informationAPPENDIX 2 MIX DESIGNS. Chapter 4: mix design calculation sheet for 40 N/mm 2 strength)
APPENDIX 2 MIX DESIG All mixes in this study were designed in accordance with the Building Research Establishment (BRE 1992) method, recommended by the UK Department of the Environment. Reference should
More informationCommonwealth of Pennsylvania PA Test Method No. 632 Department of Transportation October 2013 5 Pages LABORATORY TESTING SECTION. Method of Test for
Commonwealth of Pennsylvania PA Test Method No. 632 Department of Transportation 5 Pages LABORATORY TESTING SECTION Method of Test for TIME OF SETTING OF CONCRETE MIXTURES BY PENETRATION RESISTANCE 1.
More informationQuality control: Annex-A.
Quality control: Quality of the constructed work has been checked by our staff as per frequency and provision mentioned section 900 in MoRT&H and as per provision mentioned in Concession Agreement. The
More informationAdvancements in Permeable Pavements
Advancements in Permeable Pavements Engineers Workshop Saint Vincent College March 14 & 15 2013 Permeable Pavements There are several different words that are used to describe a pavement that water drains
More informationTo go into depth on fly ash would be beyond the scope of this paper. Nevertheless, believe us ASH IS CASH.
COAL (FLY) ASH To go into depth on fly ash would be beyond the scope of this paper. Nevertheless, believe us ASH IS CASH. During the course of the research on my blended cement, I realized that the research
More informationThe quality and uniformity of ready mixed concrete
The New NRMCA Quality Certification Program Why should companies have a quality management system? by Karthik H. Obla and Colin L. Lobo The quality and uniformity of ready mixed concrete delivered to a
More information5.2.7.4 CONCRETE: CONTRACTOR S QUALITY CONTROL PLAN
5.2.7.4 CONCRETE: CONTRACTOR S QUALITY CONTROL PLAN NOTE: This document is generally written in the imperative mood. The subject, "the Contractor" is implied. Also implied in this language are "shall",
More informationCONSTRUCTION MATERIAL TESTING WWW.AU.SGS.COM/INDUSTRIAL
CONSTRUCTION MATERIAL TESTING WWW.AU.SGS.COM/INDUSTRIAL Introduction For over 20 years, we have offered a full range of materials testing to suit the requirements of local, national and international civil
More informationInfluence of Nano-SiO 2 and Microsilica on Concrete Performance
Influence of Nano-SiO 2 and Microsilica on Concrete Performance M. Nili *a, A. Ehsani a, and K. Shabani b a Civil Eng., Dept., Bu-Ali Sina University, Hamedan, I.R. Iran b Eng., Research Institute of Jahad-Agriculture
More informationMODEL CLAUSES FOR CIVIL ENGINEERING WORKS
MODEL CLAUSES FOR CIVIL ENGINEERING WORKS SECTION 80 STRUCTURAL CONCRETE Contents Page 80.001 Application of standards and codes of practice 3 80.002 Classification of concrete mixes generally 3 80.003
More informationNorthEast Transportation Training and Certification Program (NETTCP) Course Registration Form
(NETTCP) Course Registration Form Interim Certification (Cost $300 members / $425 non-members) HMA Plant Technician* HMA Paving Inspector* Soils & Aggregate Inspector* Soils & Aggregate Lab Technician*
More informationINFLUENCE OF STEEL FIBERS AS ADMIX IN NORMAL CONCRETE MIX
International Journal of Civil Engineering and Technology (IJCIET) Volume 7, Issue 1, Jan-Feb 2016, pp. 93-103, Article ID: IJCIET_07_01_008 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=7&itype=1
More informationMASONRY INFORMATION. Selecting and Specifying Mortar and Grout for Unit Masonry. Introduction. Desirable Mortar Properties. Selection of Mortar
Portland Cement Association MASONRY INFORMATION Selecting and Specifying Mortar and Grout for Unit Masonry Introduction Masonry mortar and masonry grout are key materials in unit masonry construction.
More informationGRADATION OF AGGREGATE FOR CONCRETE BLOCK
GRADATION OF AGGREGATE FOR CONCRETE BLOCK Although numerous papers have been written concerning the proper gradation for concrete mixes, they have generally dealt with plastic mixes, and very little published
More informationAnalysis of M35 and M40 grades of concrete by ACI and USBR methods of mix design on replacing fine aggregates with stone dust
Analysis of M35 and M40 s of concrete by and methods of mix design on replacing fine aggregates with stone dust Satwinder Singh 1, Dr. Hemant Sood 2 1 M. E. Scholar, Civil Engineering, NITTTR, Chandigarh,
More informationGuide to Specifying Concrete Performance
Guide to Specifying Concrete Performance Phase II Report of Preparation of a Performance-Based Specification For Cast-in-Place Concrete Developed by: Kenneth C. Hover John Bickley R. Doug Hooton Reviewed
More informationLab 1 Concrete Proportioning, Mixing, and Testing
Lab 1 Concrete Proportioning, Mixing, and Testing Supplemental Lab manual Objectives Concepts Background Experimental Procedure Report Requirements Discussion Prepared By Mutlu Ozer Objectives Students
More informationGUIDE SPECIFICATION FOR PLANT-PRECAST CONCRETE PRODUCTS
GUIDE SPECIFICATION FOR PLANT-PRECAST CONCRETE PRODUCTS PART 1: GENERAL 1.1 REFERENCES 1.2 GENERAL REQUIREMENTS 1.3 SUBMITTALS 1.3.1 Preconstruction Submittals 1.3.2 Shop Drawings 1.3.3 Precast Concrete
More informationKrystol Internal Membrane (KIM )
1of 6 Krystol Internal Membrane (KIM ) (Waterproofing Admixture for Concrete) DESCRIPTION Krystol Internal Membrane (KIM) is a hydrophilic crystalline waterproofing admixture in dry powder form. KIM is
More informationSpecification for the Manufacture, Curing & Testing of Glassfibre Reinforced Concrete (GRC) Products.
Specification for the Manufacture, Curing & Testing of Glassfibre Reinforced Concrete (GRC) Products. The International Glassfibre Reinforced Concrete Association (GRCA) January 2016 The International
More informationEffects of Temperature and Fly Ash on Compressive Strength and Permeability of High-Performance Concrete*
Center for By-Products Utilization Effects of Temperature and Fly Ash on Compressive Strength and Permeability of High-Performance Concrete* By Tarun R. Naik, William A. Olson, Jr., and Shiw S. Singh Report
More informationTABLE OF CONTENTS CHAPTER NO. TITLE PAGE NO. ABSTRACT
vii TABLE OF CONTENTS CHAPTER NO. TITLE PAGE NO. ABSTRACT LIST OF TABLES LIST OF FIGURES LIST OF SYMBOLS AND ABBREVIATIONS iii xvii xix xxvii 1 INTRODUCTION 1 1.1 GENERAL 1 1.2 OBJECTIVES AND SCOPE OF
More informationUltra-High Strength Concrete Mixtures Using Local Materials
UltraHigh Strength Concrete Mixtures Using Local Materials Srinivas Allena 1 and Craig M. Newtson 2 1 New Mexico State University, Civil Engineering Department, P.O. Box 30001, MSC 3CE, Las Cruces, NM
More informationE-learning tools for understanding and testing of a range of concrete properties
E-learning tools for understanding and testing of a range of concrete properties Prof. C.S.Poon Department of Civil and Structural Engineering, The Hong Kong Polytechnic University Team members Dr. Wallace
More informationA COMPREHENSIVE STUDY ON PARTIAL REPLACEMENT OF CEMENT WITH SUGARCANE BAGASSE ASH, RICE HUSK ASH & STONE DUST
International Journal of Civil Engineering and Technology (IJCIET) Volume 7, Issue 3, May June 2016, pp. 163 172, Article ID: IJCIET_07_03_016 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=7&itype=3
More informationC. Section 014510 TESTING LABORATORY SERVICE.
SECTION 014500 QUALITY CONTROL PART 1 GENERAL 1.01 RELATED REQUIREMENTS A. Drawings and General Provisions of Contract, including General and Special Conditions and other Division 1 Specification Sections,
More informationSPECIFICATIONS FOR REINFORCED CAST-IN-PLACE CONCRETE
SPECIFICATIONS FOR REINFORCED CAST-IN-PLACE CONCRETE 1.0 DESCRIPTION The Work shall consist of:.1 Supplying of materials and the mixing and placing of reinforced cast-in-place concrete as shown and described
More informationSTRENGTH PROPERTIES ON FLY ASH BASED GEO POLYMER CONCRETE WITH ADMIXTURES
International Journal of Civil Engineering and Technology (IJCIET) Volume 7, Issue 3, May June 2016, pp. 347 353, Article ID: IJCIET_07_03_035 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=7&itype=3
More informationPCI BIG BEAM COMPETITION
PCI BIG BEAM COMPETITION Official Rules for the PCI Engineering Design Competition Academic Year 2015-16 PROGRAM The PCI Student Education Committee is inviting entries from students to participate in
More informationXYPEX AUSTRALIA CHLORIDE PENETRATION TESTS ON XYPEX ADMIX C-1000NF MODIFIED COMMERCIAL CONCRETES. By Gary Kao B.Mat.E, MSc, UNSW Research Engineer
XYPEX AUSTRALIA CHLORIDE PENETRATION TESTS ON XYPEX ADMIX C-1NF MODIFIED COMMERCIAL CONCRETES AUSINDUSTRY START RESEARCH PROJECT By Gary Kao B.Mat.E, MSc, UNSW Research Engineer 27-3-23 Issued for Information
More informationISIDAÇ 40. building chemicals. Special cement for your special products!
ISIDAÇ 40 building chemicals Special cement for your special products! Çimsa ISIDAÇ 40 Calcium Aluminate Cement Building Chemicals Applications www.cimsa.com.tr ISIDAÇ 40 is a Calcium Aluminate Cement
More informationSieve Analysis of Aggregates
Revised 2007, WKS Datasheet No. 30 MOHAWK COLLEGE OF APPLIED ARTS AND TECHNOLOGY BUILDING AND CONSTRUCTION SCIENCES DEPARTMENT Sieve Analysis of Aggregates INTRODUCTION The evaluation of the distribution
More informationEffect of basalt aggregates and plasticizer on the compressive strength of concrete
International Journal of Engineering & Technology, 4 (4) (2015) 520-525 www.sciencepubco.com/index.php/ijet Science Publishing Corporation doi: 10.14419/ijet.v4i4.4932 Research Paper Effect of basalt aggregates
More informationQuality Assurance Program. June 2005 2005 by Texas Department of Transportation (512) 416-2055 all rights reserved
Quality Assurance Program June 2005 2005 by Texas Department of Transportation (512) 416-2055 all rights reserved Quality Assurance Program June 2005 Manual Notices Manual Notice 2005-1To: Users of the
More informationTIME DEPENDENT CHLORIDE DIFFUSION COEFFICIENT FIELD STUDIES OF CONCRETE EXPOSED TO MARINE ENVIRONMENT IN NORWAY
TIME DEPENDENT CHLORIDE DIFFUSION COEFFICIENT FIELD STUDIES OF CONCRETE EXPOSED TO MARINE ENVIRONMENT IN NORWAY Gro Markeset (1,2) and Ola Skjølsvold (1) (1) SINTEF Building and Infrastructure, Norway
More informationFACT SHEET: HYDRATED LIME FOR MASONRY PURPOSES
FACT SHEET: HYDRATED LIME FOR MASONRY PURPOSES Hydrated Masons Lime Characteristics Type S (Special) hydrated lime is a fine, white, high purity product which has been specially hydrated for convenient,
More informationEvaluation of M35 and M40 grades of concrete by ACI, DOE, USBR and BIS methods of mix design
Evaluation of M35 and M40 grades of concrete by ACI, DOE, USBR and BIS methods of mix design Sharandeep Singh 1, Dr.Hemant Sood 2 1 M. E. Scholar, CIVIL Engineering, NITTTR, Chandigarh, India 2Professor
More informationThe First Commandment for floor slabs:
The First Commandment for floor slabs: P for the Practitioner Thou Shalt Not Curl Nor Crack...(hopefully) by Wayne W. Walker and Jerry A. Holland LL FLOOR SLABS CURL, except Aunder unusual conditions or
More informationThese recommendations generally follow the Construction Specifications Institute (CSI) Master Format.
TECHNICAL BULLETIN Suggested Specification for White Concrete Floors Specifier Notes: 1. The Architect or Engineer should review the contents and adopt the suggested language as appropriate, ensuring it
More informationSPECIFIC GRAVITY OF COARSE AGGREGATE AASHTO T 85
SPECIFIC GRAVITY OF COARSE AGGREGATE AASHTO T 85 GLOSSARY Absorption: The increase in weight due to water contained in the pores of the material. Bulk Specific Gravity (also known as Bulk Dry Specific
More informationCHAPTER 2 AGGREGATE TECHNICIAN TRAINING AND QUALIFICATION PROGRAM
Topic No. 700-000-001 Construction Training and Qualification Manual Effective: July 1, 2002 Aggregate Technician Training and Qualification Program Revised: DRAFT May 6September 3, 2008 CHAPTER 2 AGGREGATE
More informationProper use of the Rebound Hammer Updated to reflect the changes to ASTM C805
CEMEX USA - Technical Bulletin 2.1 Proper use of the Rebound Hammer Updated to reflect the changes to ASTM C805 The Rebound Hammer has been around since the late 1940 s and today is a commonly used method
More informationCementitious Materials Update The effect of ggbs, fly ash, silica fume. concrete.
Cementitious Materials Update The effect of ggbs, fly ash, silica fume and limestone on the properties of concrete. Richard Barnes Concrete Society Technical Report: Cementitious Materials - The effect
More informationUse of Recycled Concrete Aggregates in Structural Concrete in Mauritius
Journal of Emerging Trends in Engineering and Applied Sciences (JETEAS) 6(1): 71-81 Scholarlink Research Institute Journals, 2014 (ISSN: 2141-7016) jeteas.scholarlinkresearch.com Journal of Emerging Trends
More informationPROPERTIES OF SPRAYED CONCRETE WITH RECYCLED TYRE POLYMER FIBRES
PROPERTIES OF SPRAYED CONCRETE WITH RECYCLED TYRE POLYMER FIBRES Ana Baricevic 1, Dubravka Bjegovic 1, Martina Pezer 1, Nina Štirmer 1 1 University of Zagreb, Faculty of Civil Engineering, Department of
More informationChapter Two Types of Cement The properties of cement during hydration vary according to:
Chapter Two Types of Cement The properties of cement during hydration vary according to: Chemical composition Degree of fineness It is possible to manufacture different types of cement by changing the
More informationMeltonStone Cast Stone Product Specifications
MeltonStone Cast Stone Product Specifications Section 04-72-00-04 Architectural Cast Stone This specification encompasses basic requirements for Cast Stone, a refined architectural concrete building unit
More informationSULPHATE ATTACK AND CHLORIDE ION PENETRATION: THEIR ROLE IN CONCRETE DURABILITY
SULPHATE ATTACK AND CHLORIDE ION PENETRATION: THEIR ROLE IN CONCRETE DURABILITY Concrete durability continues to be a subject of controversy among design professionals, specifiers, Government instrumentalities,
More informationAssistant Professor of Civil Engineering, University of Texas at Arlington
FRC Performance Comparison: Direct Tensile Test, Beam Type Bending Test, and Round Panel Test Shih Ho Chao (Presenting Author) Assistant Professor of Civil Engineering, University of Texas at Arlington
More informationForensic Investigation of Hardened Concrete: Water-Cement Ratio
Forensic Investigation of Hardened Concrete: Water-Cement Ratio Julius Bonini, PE - M+P Labs, Schenectady, NY boninij@mandplabs.com Andrew Smith, PhD - CERAM Research, Stoke-on- Trent, UK andrew.smith@ceram.com
More informationGUIDELINES FOR POLISHED CONCRETE FLOORS A Guide for Integrally Colored, Dyed and Stained Polished Floors
GUIDELINES FOR POLISHED CONCRETE FLOORS A Guide for Integrally Colored, Dyed and Stained Polished Floors 8 3 2 9 Mo n ti c el l o Roa d, S ha w n e e, K S 6 6 2 2 7 T e l: (9 1 3 ) 4 2 2-4 4 4 3 Fa x :
More informationInternational journal of Engineering Research-Online A Peer Reviewed International Journal Articles available online http://www.ijoer.
RESEARCH ARTICLE ISSN: 2321-7758 AN INVESTIGATION ON THE SHRINKAGE CHARACTERISTICS OF GGBFS BASED SLURRY INFILTRATED HYBRID FIBRE REINFORCED CONCRETE PRUTHVIRAJ B S 1, SHREEPAD DESAI 2, Dr. PRAKASH K B
More informationDivision 4 Section 047200 Concrete Masonry Specifications
Cast Stone Specification This specification encompasses basic requirements for Cast Stone, as manufactured by Building Products Corp, 494 North 33 rd Street East St. Louis, Il 618-874-6282, 800-427-6282,
More informationIrish Concrete Society Platin, Drogheda, Co. Louth. Tel: 041 987 6000 Fax: 041 987 6400 www.concrete.ie
Irish Concrete Society Platin, Drogheda, Co. Louth. Tel: 041 987 6000 Fax: 041 987 6400 www.concrete.ie Irish Concrete Federation Unit 8, Newlands Business Park, Newlands Cross, Clondalkin, Dublin 24.
More informationQUALITY CONTROL AND QUALITY ASSURANCE MANAGEMENT IN UPPER-KOTMALE HYDROPOWER PROJECT
QUALITY CONTROL AND QUALITY ASSURANCE MANAGEMENT IN UPPER-KOTMALE HYDROPOWER PROJECT Yoshimitsu NAKAJIMA MAEDA Corporation, Technical Research Institute ABSTRACT: Upper-Kotmale Hydropower Project has been
More informationSTRENGTH OF CONCRETE INCORPORATING AGGREGATES RECYCLED FROM DEMOLITION WASTE
STRENGTH OF CONCRETE INCORPORATING AGGREGATES RECYCLED FROM DEMOLITION WASTE R. Kumutha and K. Vijai Department of Civil Engineering, Sethu Institute of Technology, Pulloor, Kariapatti, India E-Mail: kumuthar@yahoo.co.in,
More informationTests on Portland Cement
Tests on Portland Cement Dr. Kimberly Kurtis School of Civil Engineering Georgia Institute of Technology Atlanta, Georgia Composition Chemical Name Tricalcium silicate Chemical Formula 3CaO SiO 2 Shorthand
More informationSITE INVESTIGATION FACILITIES
SITE INVESTIGATION FACILITIES Drilling Hydraulic rotary & calax drilling rigs100/150mm Diameter boreholes having drilling capacity up to 200m depth. Auger drilling 100/150mm diameter boreholes up to maximum
More information7 ADVANCED. EFFICIENT. RELIABLE.
7 ADVANCED. EFFICIENT. RELIABLE. GCP UNDERGROUND SOLUTIONS GCP UNDERGROUND SOLUTIONS 1 TYTRO SHOTCRETE SYSTEM 2 ADVANCED FULL SHOTCRETE SYSTEM 10 3 A GLOBAL TEAM Focused on providing our customers the
More informationQuality Management System for Ready Mixed Concrete Companies
Quality Management System for Ready Mixed Concrete Companies Parts A and B prepared by: William C. Twitty, Jr., P.E. Part C Developed by the NRMCA P2P Steering Committee Reviewed and Approved by the NRMCA
More informationSection 902. AGGREGATES
902.01 Section 902. AGGREGATES 902.01. General Requirements. The Department may re-inspect and retest aggregates regardless of inspection at the producing plant. Provide safe access to the material for
More informationConstruction Materials Testing. Classes of Test
Construction Materials Testing Classes of Test February 2014 Copyright National Association of Testing Authorities, Australia 2014 This publication is protected by copyright under the Commonwealth of Australia
More informationHigh Strength Concrete to Singapore Standard CP 65
BC 2: 2008 Design Guide of High Strength Concrete to Singapore Standard CP 65 BCA Sustainable Construction Series 3 The education and research arm of the Building and Construction Authority 200 Braddell
More informationThe Influence of Porosity & Aspect Ratio on the Compressive Behavior of Pervious Concrete. Alexander Hango
The Influence of Porosity & Aspect Ratio on the Compressive Behavior of Pervious Concrete by Alexander Hango 1 Clarkson University The Influence of Porosity & Aspect Ratio on the Compressive Behavior of
More informationConstruction. 3-part thixotropic epoxy patching mortar. Product Description. Tests
Product Data Sheet Edition 05/12/2014 Identification no: 020204030010000044 Sikadur -41 CF Rapid 3-part thixotropic epoxy patching mortar Construction Product Description Uses Characteristics / Advantages
More informationHIGH-PERFORMANCE CONCRETE IN A BRIDGE IN RICHLANDS, VIRGINIA. Celik Ozyildirim, Ph.D. Principal Research Scientist
HIGH-PERFORMANCE CONCRETE IN A BRIDGE IN RICHLANDS, VIRGINIA Celik Ozyildirim, Ph.D. Principal Research Scientist José P. Gomez, Ph.D., P.E. Senior Research Scientist (The opinions, findings, and conclusions
More informationSCG / SELF CONSOLIDATING GROUT
SCG SELF CONSOLIDATING GROUT U. S. A. DIVISION MASONRY PRODUCTS 04 Structurally Sound. Highly Fluid. SPEC MIX Self Consolidating Grout (SCG) is a dry preblended grout specifically designed to be highly
More informationSTATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL SPECIFICATION 848 BRIDGE DECK REPAIR AND OVERLAY WITH CONCRETE USING HYDRO-DEMOLITION
STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL SPECIFICATION 848 BRIDGE DECK REPAIR AND OVERLAY WITH CONCRETE USING HYDRO-DEMOLITION APRIL 15, 2005 848.01 Description 848.02 Bridge Decks with
More informationEFFECT OF SUPERPLASTICIZERS ON WORKABILITY AND STRENGTH OF CONCRETE
EFFECT OF SUPERPLASTICIZERS ON WORKABILITY AND STRENGTH OF CONCRETE Saeed Ahmad*, University of Engineering & Technology,Taxila, Pakistan Muhammad Nawaz, University of Engineering & Technology, Taxila,
More informationSTUDY OF STRENGTH OF CONCRETE WITH PALM OIL FUEL ASH AS CEMENT REPLACEMENT
International Journal of Civil Engineering and Technology (IJCIET) Volume 7, Issue 3, May June 2016, pp. 337 341, Article ID: IJCIET_07_03_033 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=7&itype=3
More informationGuide Specification Precast Concrete Products
Guide Specification Precast Concrete Products This specificaton should be used only by qualified professionals who are competent to evaluate the significance and limiations of the specification and who
More informationConcrete for industrial floors
Published October 2000 Reprinted October 2004 One of a series of publications produced in conjunction with the following organizations, and part-funded by DETR. Association of Concrete Industrial Flooring
More informationSolutions Dufferin Concrete Newsletter June 2014 Fast Track Concrete Page 5
Strength. Performance. Passion. 2 3 4 Low Carbon Concrete Winning in the water Structural Shotcrete Reducing CO2 emissions News from the Holcim A durable, affordable up to 50 % World solution 5 A specialized
More informationThe AASHO Road Test site (which eventually became part of I-80) at Ottawa, Illinois, was typical of northern climates (see Table 1).
Página 1 de 12 AASHO Road Test The AASHO Road Test, a $27 million (1960 dollars) investment and the largest road experiment of its time, was conceived and sponsored by the American Association of State
More informationCONCREBOL 2015. 2.3 There is no restriction regarding the number of participants in each team.
12 nd CONTEST REGULATION 1/11 CONCREBOL 2015 1 OBJECTIVE 1.1 This contest intends to test the competitors ability in developing construction methods and the production of lightweight homogeneous concrete
More informationAcceptance Criteria for Durability Tests
Acceptance Criteria for Durability Tests Minimizing the risks of accepting defective concrete or rejecting acceptable concrete By Karthik H. Obla and Colin L. Lobo For the industry to shift toward performance-based
More information