Drying Shrinkage Presentation By Savita Goel May 17, 2002.

Slides:



Advertisements
Similar presentations
CONCRETE MATERIALS Technology of Material II TKS 4012 Prepared by
Advertisements

Civil Engineering Materials
MOISTURE CURLING OF CONCRETE SLABS FOR AIRFIELD APPLICATIONS Chang Joon Lee, Yi-Shi Liu, Ben Birch, David A. Lange, Jeffery R. Roesler z x y ▪ To further.
Surface area of a cylinder. How to find the total surface area of a cylinder 10m 25m SA = 2  r² + 2  rh or 2  r(r + h) = 2 = 700 Use 3.14 for  = 700.
Modulus of Elasticity and Poisson Ratio of Concrete
CONCRETE TESTING Dr. Sophia Hassiotis.
CE-303-Lecture #1 Fundamentals of Concrete Objectives To explain the basic concepts of concrete To explain briefly the properties of freshly mixed concrete.
1 Class #27.1 Civil Engineering Materials – CIVE 2110 Concrete Material ShrinkageCreep Thermal Properties Fall 2010 Dr. Gupta Dr. Pickett.
Lecture #13 Properties of Hardening Concrete Curing.
Reinforced Concrete Design
EARLY AGE COMPRESSIVE AND TENSILE STRENGTH DEVELOPMENT OBJECTIVE Determine how SCC strategies…  high paste content  VMA (thickeners)  smaller aggregate.
Concrete Man made stone. constituents u mixture of aggregate and paste u paste30 to 40% u portland cement7% to 15% by Vol. u water 14% to 21% by Vol.
Lecture 2 Design of Concrete Mixes and Properties of Fresh Concrete Dr Magnus Currie ENG-1010: Reinforced Concrete Design.
Progress Report on O’Hare Modernization Plan February 8, 2004 University of Illinois Department of Civil and Environmental Engineering Concrete Mix Designs.
Properties of Fresh Concrete
Atmospheric Moisture. How does the moisture get in the atmosphere?? EVAPORATION TRANSPIRATION – water evaporated from trees.
WORKSHEET 4 CONCRETE. Q1 a) what are the two main properties that concrete must have? (i) strength b) how do we achieve them? by using an acceptable water.
B) The preparation of mortar mixtures Three series of synthesis were prepared: A: with binder/aggregate 1:2 binding agents: lime-pozzolana 1:1 (A1), lime-pozzolana-white.
Chapter 3. Obtaining Silica-Fume Concrete  Specifying Silica Fume and SFC  Proportioning SFC  Producing SFC.
B Persson, LTH Building Materials, University of Lund, Lund, Sweden ON THE TEMPERATURE EFFECT ON SELF-DESICCATION OF CONCRETE Experimental setup: l 250.
Learning Objectives Relevance of fresh concrete properties
Rigid Pavement Design Course Crack Pattern Development.
Engineering Properties of Wood
Volumetric Change of Repair Materials Low Shrinkage Materials.
Relevance of Ambient Conditions Temperature/humidity restrictions often ignored Air and surface temperature can be too hot or too cold for proper film.
Proportioning of Concrete Mixtures
Strength of Concrete.
Quality Control Testing
1 Class #26 Civil Engineering Materials – CIVE 2110 Concrete Material Concrete Compressive Strength, f’ c Cracking Aging, Maturity Fall 2010 Dr. Gupta.
Development of Strength. Development of strength: development of strength after placing of concrete. Curing: It is the procedures used for promoting the.
“Investigating the Effect of Nano-Silica on Recycled Aggregate Concrete” Colby Mire & Jordan Licciardi Advisor: Mohamed Zeidan ET 493.
Course No: CE 4000 INVESTIGATION ON THE PERFORMANCE OF BAMBOO REINFORCED CONCRETE BEAMS Supervised By: MUHAMMAD HARUNUR RASHID Presented By: MOHAMMAD TAREQ.
Qualitative vs. Quantitative
Chapter 12 Concrete Construction Part 3 1CE 417, King Saud University.
Cold-Weather Concreting. Cold Weather When air temp. is at or below 5°C or when there is a probability of it falling below 5°C within 24 hours of placing.
“Investigating the Effect of Nano-Silica on Recycled Aggregate Concrete” Colby Mire & Jordan Licciardi Advisor: Mohamed Zeidan ET 494.
Concrete Materials & Methods ARCH 330 Fall Concrete and Cement Concrete is a rocklike material produced by mixing coarse and fine aggregates, Portland.
Recycled Concrete Aggregates
Chapter 5 Construction Mortar.
PROPERTIES OF CONCRETE PROPERTIES OF CONCRETE ARTICLE Effects of aggregates on properties of concrete.
Moisture Moisture = Water Vapor (gas) Gets into the atmosphere by: 1.Evaporation = liquid to gas (opposite of condensation) 2.Transpiration = plants release.
Capitalizing on Self-Desiccation for Autogenous Distribution of Chemical Admixtures Dale P. Bentz 4 th International Seminar on Self- Desiccation in Concrete.
There are three important definitions about strength  Cubic compressive strength of concrete  Assurance factor of concrete  Standard cubic compressive.
Design of Concrete Structure I Dr. Ali Tayeh First Semester 2009 Dr. Ali Tayeh First Semester 2009.
Plastic Shrinkage Cracking How to make sure it happens!
Sampling and Testing Concrete Mixes MATERIAL TESTING LABORATORY
Principal Investigators
Recycled Concrete Aggregates ET 493 INSTRUCTOR: CRIS KOUTSOUGERAS ADVISOR: MOHAMED ZEIDAN BY: CHASE CHARRIER AND GARRETT TREGRE.
UNIT II CONCRETE.
Cement and Concrete History History Composition Composition Testing Testing Key Terms Key Terms.
Control Tests for Concrete Ch. 16. Project Specifications Characteristics of the mixture Maximum size aggregate Minimum cement content Characteristics.
Design and Control of Concrete Mixtures – Chapter 18
Volume Changes of Concrete Design and Control of Concrete Mixtures – Chapter 10.
Temperature Rise Peak temp. profile Strength required to stop curing 7day curing typical for GPC concrete is reduced to 1-3days Strength required to support.
Use of Models to Teach the Behavior of Structural Concrete Some Model Slides Courtesy of James Hanson, PhD, PE Rose-Hulman Institute of Technology
Atmospheric Moisture. Water in the Atmosphere Water vapor is the source of all condensation and precipitation Essentially all water on Earth is conserved.
Properties of Concrete Design and Control of Concrete Mixtures – Chapter 9.
Hot Weather Concreting
Reinforcement Design and Control of Concrete Mixtures – Chapter 8.
Patented Technology – Quality Results Ulti-Pave 3 Pavement Repair Mix 30-Minute Workability 3,000 PSI 3-Hour Set ® “A One Component, Rapid Hardening Cementitious.
Concrete Inspection Construction Inspection for Field Office Activities.
Hussam Khalid Al Mubarak Abdullah Nasser Al Motairi Omar Al Shalhoub
Welcome EIE Instruments Pvt Ltd. Use Mortar Testing Equipment To Determine Cement Or Mortar Compressive Strength Builders and construction industry uses.
Curing Definition The process of prevention of loss of moisture from fresh concrete while maintaining satisfactory temperature regime (BS 8110) Fig: The.
Moisture Diffusion and Long-term Deformation of Concrete
Rajan singh rawat INTRODUCTION Admixtures are ingredients other than basic ingredients cement, water and aggregates that are added to.
Surface area of a cylinder Imagine a cylinder opened out Rectangle Circle.
Dr. Younis M. ALSHKANE and Dr. Serwan Kh. RAFIQ
Concrete Man made stone.
Fundamentals of Concrete
Presentation transcript:

Drying Shrinkage Presentation By Savita Goel May 17, 2002

Overview Test Program Test Results Data Phase II Tests

Specifications ASTM C 157 ASTM C 490

Specimens: Mortar Bars Size: 1”x1”x10” No.: 3 nos. with studs at each end along the length of the bar Total Bars Made: 144

Specimens: Concrete Cylinders Size: 6”x12” No.: 2 nos. with 3 demec stud points along the surface on each cylinder Total cylinders made: 108

Curing Temperature: 23 o C o C Relative Humidity: > 98 % Duration: 7 Days and 14 Days

Drying Mortar Bars –Temp.: o F –RH: % Concrete Cylinders –Temp.: o F –RH: %

Instrumentation Length Comparator Demec Strain Gage

Length Measurement Age Length measured at drying age of –4, 7, 14, 21, 28, 35, 42, 49, 56, 90, 180 and 365 Days

Mixtures Mortar: 24 mixtures Concrete: 12 mixtures

Tests Fresh Concrete –Slump (5 + 1 ½ ”) –Air Content (6 + 1 ½ %) –Unit Weight –Temperature Hardened Concrete –Compressive Strength (at 7 & 28 Days)

Phase II Test 25 Concrete Mixtures Based on Comp. Strength and Strength Ratio Specimens: –4”x4”x10” Concrete Bars –6”x12” Concrete Cylinders

Thank You ! Any Questions ?