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CONFERENCE PROGRAM Schweizerische Eidgenossenschaft Confédération suisse Confederazione Svizzera Confederaziun svizra Swiss Agency for Development and Cooperation SDC

CONFERENCE PROGRAM - LC3 · Poster session: 5 minutes presentation Plenary session 1/Determination of the amount of reacted metakaolin in limestone calcined clay cements (LC3) François

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Page 1: CONFERENCE PROGRAM - LC3 · Poster session: 5 minutes presentation Plenary session 1/Determination of the amount of reacted metakaolin in limestone calcined clay cements (LC3) François

CONFERENCE PROGRAM

Schweizerische EidgenossenschaftConfédération suisseConfederazione SvizzeraConfederaziun svizra

Swiss Agency for Developmentand Cooperation SDC

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TABLE OF CONTENTS

1. WELCOME MESSAGE.........................................................................................032. COMMITEES.........................................................................................................04 3. PROGRAM AT THE GLANCE...........................................................................054. ROOMS MAP.........................................................................................................065.CONFERENCE PROGRAM.................................................................................076. SOCIAL EVENT AND TECHNICAL VISIT.....................................................187. HABANA MAP.......................................................................................................19

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WELCOME

Dear colleagues,

On behalf of the Scientific committee, it is my pleasure to welcome you to the second International Conference on Calcined Clays for Sustainable Concrete.

The ambition of this conference is to bring together academic and industrial resear-chers with shared interests in blended cements with alternative Supplementary Ce-mentitious Materials to develop sustainable concrete and to present a snapshot of the intense work carried out by different research groups since the 1st conference in 2015.

The conference programme is rather dense, offering a considerable variety of topics covered. The main part of the programme consists of 8 Keynote Plenary Lectures, and there will be 80 Regular Presentations. In addition, these will also be twelve 5minute Poster Presentations combined with the display of posters taking place during the whole of the conference.

We are grateful to our sponsors for their interest and support for this conference.

I would like to extend our thanks to all Conference participants, our student helpers and the team of the LC3 project in Cuba and EPFL who are responsible for all aspects of the technical organisation, programme, etc.I would already like to invite you to the third conference to be held in 2019 in India.

We hope you will enjoy the conference!

Kind regardsProf. Fernando Martirena

Conference Chair

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COMMITEES

ORGANISING COMMITEE

Prof Fernando Martirena CIDEM and UCLV, Cuba

Prof Karen Scrivener EPFL, Switzerland

Dr Aurélie Favier EPFL Switzerland

Maude Schneider EPFL Switzerland

Dr Adrian Alujas UCLV, Cuba

Meylin Amador Hernandez CIDEM and UCLV, Cuba

SCIENTIFIC COMMITEE

Karen Scrivener Laboratory of Construction Materials EPFL

Shashank Bishnoi Indian Institute of Technology, Delhi, India

Anjan Chatterjee Conmat Technologies PVT. LTD.

Jan Elsen University of Leuven, Belgium

Duncan Herfort Aalborg Cement Denmark

Juan J. Howland CUJAE, Cuba

Edgardo F. Irassar University Central Buenos Aires, Argentina

Maria Juenger University of Texas at Austin, USA

Harald Justnes Sintef, Norway

Horst-Michael Ludwig University of Weimar, Germany

Soumen Maity TARA, , Delhi, India

Fernando Martirena Universidad central de las Villas, Cuba

John Provis University of Sheffield, UK

Manu Santhanam Indian Institute of Technology, Madras, India

Jorgen Skibsted University Aarhus, Denmark

Zhonghe Shui Wuhan University of Technology, China

Vanderley John University of São Paulo, Brazil

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PROGRAM AT A GLANCE

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ROOMS MAP

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MONDAY, DECEMBER 4th

17:00 - 18:30 Registration

18:30 - 20:30 Welcome Cocktail in Melia Cohiba Hotel

Posters (not presented)

Studies on the influence of limestone-calcined clay blend on the hydration of cement Geetika Mishra

Critical parameters in the life-cycle assessment of cement-based systems Ravindra Gettu

The special case of north-eastern India for the production of lc3 Shashank Bishnoi

Proposal of a methodology for the preliminary assessment of kaolinitic clay de-posits as a source of SCMs Adrian Alujas

The effect of kaolinite content of china clay on the reactivity of limestone cal-cined clay cement Palas K. Haldar

Hydration and mechanical properties of limestone calcined clay cement pro-duced with marble dust Sreejith Krishnan

Use of ceramic waste as a pozzolanic addition on cement Rayda Crespo Castillo

Study on Sewage sludge ash as SCM Wensheng Zhang

Carbonation behaviour of LC3 binders Hamed Maraghechi

Carbonation-induced microstructural phase changes in LC3 systems Radhakrishna G. Pillai

In-situ observation of dissolution behavior of carbonatite in water glass solution Suhong Yin

Limestone calcined clay cement: the experience in India this far Shashank Bishnoi

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TUESDAY, DECEMBER 5th

08:30 - 09:00 Registration

09:00 - 10:30 Opening session Plenary Room

09:00 - 09:30 Opening speech 09:30 - 10:00 Mitigation of Climate Change: Key Scientific Messages and Challenges for the Developing Countries Ramon Pichs

10:00 - 10:30 Options for future cement Karen Scrivener

11:00 - 12:40 Session 1: Hydration Plenary Room

Quantification of pore size distribution modification due to metakaolin inclusion in cement based system

B Bhattacharjee

The effect of alkali on the properties of limestone calcined clay cement (LC3)

Wilasinee Hanpongpun

Assessment of the pozzolanic reactivity of calcined kaolinitic clays by a rapid alkaline solubility test

Elizabeth Cabrera Apolinaire

Hydration study of limestone calcined clay cement (lc3) using various grades of calcined kaolinitic clays

François Avet

Assessment of cuban kaolinitic clays as source of supplementary cementitious materials to pro-duction of cement based on clinker – calcined clay – limestone

Roger S. Almenares Reyes

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TUESDAY, DECEMBER 5th

14:00 - 16:00 Poster session: 5 minutes presentation Plenary session

1/Determination of the amount of reacted metakaolin in limestone calcined clay cements (LC3)

François Avet

2/hydration of blended cement with halloysite calcined clay Alejandra Tironi

3/Influence of a calcined clay and the temperature on the hydration of an oilwell cement

Juan Ribalta

4/Reactivity and performance of limestone calcined-clay cements (LC3) cured at low temperature»

Franco Zunino

5/ Blended cements with calcined illitic clay: workability and hydration Edgardo F. Irassar

6/Performance evaluation of calcined clay-limestone based ternary blended cement under various climatic conditions in India

Arun C Emmanuel

7/Durability of steam cured pozzolanic mortars at atmospheric pressure Kübra Ekiz Barış

8/Compressive strength improvements of cement-based composites achieved with additional milling of metakaolin

Biljana Ilić

9/Evaluation of compressive strength and microstructure of cement pastes containing different qualities of metakaolin

Dumani Nozonke

10/Analysis of the mixing performance containing the LC3 as agglomerant with diferent type of metakaolin

Diana Lins

11/Effect of limestone and calcined clay content on expansion after sulfate attack and ASR.

Aurélie Favier

12/Service life estimation of LC3 systems Sundar Rathnarajan

13/Influence of the kind of mineral addition and the seawater on the hydration of a portland cement

Juan Ribalta

14/Sulfate and alkali-silica performance of blended cements containing illitic calcined clays

Cordoba, Gisela Paola

15/Use of low-Carbon Cement in the preparation of masonry mortars for building restoration

Betancourt Dania

16/Evaluation of brick clays from various deposits in central Germany Nsesheye Susan

17/Grinding of calcined clays and its effects on cement properties William Kluge

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TUESDAY, DECEMBER 5th

16:30 - 17:50 Session 2: Hydration and GeologyPlenary session

Hydrate phase assemblages and hydration kinetics for calcium sulphoaluminate–metakaolin-limestone blends

Malene Thostrup Pedersen

Reaction kinetics of basic clay components present in natural mixed clays

Sebastian Scherb

Sulfate optimization of binders with calcined clay using isothermal calorimetry

Paul J Sandberg

Resource mapping of china clay for lc3 application in India

Soumen Maity

18:00 - 19:00 Salsa class at the Melia Cohiba disco

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2017 www.ipiac.com

It can be done! by

is a producer of complete calcinations lines, including the clay preparation, the rotary kilns, cooling systems, sieving and classification systems. Ipiac Nery develops its own technologycal processes and manufactures its own equipments. The technological processes in the calcination of clay, making from them an additive that can substitute about 30% of clinker in the manufacture of the traditional Portland cement. This is one of the areas of interest to the cement industry and concrete producers. IPIAC-NERY can, in a convicted way, afirm that the production of calcined clay, is just the result of a high level know-how in this segment, which also marks the leadership.

CALCINED CLAY for

CEMENT PRODUCTION

Advantages of rotary kilns Well known technology Economy of scale Easy operation Shorter kilns Less refractory linings Possibility of controlling combustion conditions Flexibility in use of different fuels

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WEDNESDAY, DECEMBER 6th

08:30 - 09:00 Low Carbon Cements in China Sui Tongbo

09:00 - 09:30 Structure and reactivity of calcined clays in cement blends as seen by solid-state NMR Jorgen Skibsted 09:30 - 10:00 Low-Carbon cement based materials & calcined clay pozzolans Vanderley John

10:30 - 12:30 Parallel Session 3 : Workability ,early age properties and AdmixturesPlenary Room

Compatibility of water reducing admixtures with metakaolin-portland limestone cement blends

Kimberley .E. Kurtis

The effect of limestone and clay fineness on the hydration and workability of ternary blended ce-ment lc3: limestone, calcined clays and cement.

Aurélie Favier

Colloid-chemical investigation of the interaction between PCE superplasticizers and calcined clay

Sebastian Scherb (for Johann Plank)

Machine Learning Approaches to Admixture design for Clay based Cements

Newell r. Washburn

Influence grinding procedure, limestone content and psd of components on properties of clin-ker-calcined clay-limestone cement produced by intergrinding

Abdel Pérez Hernñandez

Promising early age evaluations of fly ash-calcined marl-opc ternary cement

Serina Ng

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10:30 - 12:30 Parallel Session 4 : Economy, Life cycle analysis and Industrial ApplicationsParallel Room

Sustainability of Cuban construction supply chain by means of lc3 cement: case studies in Villa Clara province

Yudieski Cancio

Applicability of a low carbon cement for the sustainable development of Malawi

Soumen Maity

Introducing low carbon cement in cuba - a life cycle sustainability assessment study

Sofía Sánchez Berriel

Improves of the environmental energy sustainability in the production of cement portland with addition of clays activated thermally.

Machado I.L.

Low carbon cement lc3 in Cuba: ways to achieve a sustainable growth of cement production in emerging economies

Fernando Martirena

Pilot scale production of limestone calcined clay cement

Shashank Bishnoi

14:00 - 15:20 Parallel Session 5 : Creep, shrinkage and other mechanical propertiesPlenary Room

Creep of concrete based on metakaolin

Bucher Raphaël

Micro-chemo-mechanical Characterization of a Limestone Calcined Clay Cement Paste by Coupled Nanoindentation and Quantitative EDS

William Wilson

Autogenous Shrinkage and creep of limestone and calcined clay based binders

Julien Ston

Influence of initial water curing on compressive strength and microstructure development of limestone calcined clay mortar

Arun C Emmanuel

14:00 - 15:20 Parallel Session 6 : Sustainability and Industrial ApplicationsParallel Room

Calcined clays: performance evaluation as supplementary cementitious material

Christian Kalb

Thermal processing of calcined clay

Jost Lemke

The Decay of the Historical Site of Malecon in Havana, Cuba: Salt Crystallization Damage at Re-pair Interfaces

Asel Maria Aguilar Sanchez

Application of industrially produced LC3 to pavements, AAC blocks and other products

SK Wali

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15:50-17:30 Parallel Session 7: PerformancePlenary Room

Performance-based design procedure applied to the selection of low-co2 binder systems including calcined clay

Wilson Ricardo Leal da Silva

Influence of clay type on performance of calcined clay – limestone Portland cements

Sergio Ferreiro

Properties of the cement-based composites with high content of metakaolin

Biljana Ilić

Ultra-High Performance Concrete with calcined clay

Arezki.Tagnit-Hamou

The influence of recycled construction and demolition wastes on the hydration-related properties of cement-based pastes

Thiago Melo Grabois

15:50 - 17:30 Parallel Session 8: Alkali Activated BindersParallel Room

Metakaolin-based geopolymers as potential grouts for nuclear waste cementation – an overview

Daniel Geddes

Microstructure and mechanical behaviour analysis of brick walls using alkali activated lime and metakaolin

Jose-Carlos Rubio-Avalos

Alkali-activation of calcined clays – past, present and future

John L. Provis

Structural ordering of aged and hydrothermally cured metakaolin based geopolymers

Susan A. Bernal

Effect of Fly Ash on Waste based alkali activated inorganic binder efflorescence

ZongHui Zhou

20:00 - 23:00 GALA DINNER at the Melia Cohiba hotel, Habana café

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Industrial Solutions for the cement industry

polysius® calcination technology.Based on our well-proven gas suspension pre-heater and flash calciner, a ground-breaking process design for production of calcined clays has been developed. Natural clays can be somewhat different – for all of them, the flash calcination process makes the most out of it. The enhanced calcination process delivers a high reactivity, reliable concrete workability and a pure gray color. The calcination plant is consequently designed to process alternative fuels, as well as alternative raw materials – symbolizing our clear commitment towards sustainability. www.thyssenkrupp-industrial-solutions.com

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09:00 - 09:30 Modeling the impact of calcined clay addition on the durability of concrete in chemically aggressive environments Jacques Marchand

09:30 - 10:00 Overview of mechanical and durability properties of concretes with LC3 Ravindra Gettu

10:00 - 10:30 Development of LC3 in Cuba. How to meet development needs in a friendly relationship with the environment? Fernando Martirena

11:00 - 12:40 Parallel Session 9: Durability 1Plenary Room

Carbonation of concrete with low carbon cement lc3 exposed to different environmental condi-tions

Ernesto Diaz

Carbonation of limestone calcined clay cement concrete

Arnaud Castel

Prediction of carbonation depth in blended systems

Vineet Shah

Degradation of Calcined Clay-Limestone Cementitious Composites under Sulfate Attack

Cheng Yu

Use of limestone and calcined clay to reduce heat production and potential for delayed ettringite formation in mass concrete

Christopher C. Ferraro

11:00 - 12:40 Parallel Session 10: Reactivity 1 (1/1)Parallel Room

Assessing the effect of calcite impurities in clay on optimal dehydroxylation parameters for en-hanced reactivity

Franco Zunino

Applicability of lime reactivity strength potential test for prediction of 28-day compressive strength for limestone calcined clay cement

Anuj Parashar

Identification of reactive sites in calcined kaolinite and montmorillonite from a combination of chemical methods and solid-state nmr spectroscopy

Jørgen Skibsted

THURSDAY, DECEMBER 7th

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11:00 - 12:40 Parallel Session 10: Reactivity 1 (2/2)Parallel Room

On the reactivity of calcined clays from lower lusatia for production of durable concrete structures

Klaus-Juergen Huenger

Use of r3 rapid screening test to determine reactivity and chloride binding potential of locally avai-lable kaolinite clay

Kyle Riding

13:40 - 15:20 Parallel Session 11: Durability 2Plenary Room

Durability of concrete made with calcined clay composite cement

Roland Pierkes

Assessment of calcined clays according to the main criterions of concrete durability

André Trümer

Analysis of chloride transport in LC3 binders

Karen Scrivener

Development of the microstructure in LC3 systems and its effect on concrete properties

Yuvaraj Dandapani

13:40 - 15:20 Parallel Session 12: Reactivity 2Parallel Room

Thermal activation of two complex clays (kaolinite-pyrophillite-illite) from tandilia system (Buenos Aires, Argentina)

Monica A. Trezza

Evaluation of calcined clays from Boyaca-Colombia containing alunite as supplementary cementi-tious materials.

Ariam Lozano Perez

Thermal transformation and pozzolanic activity of illite-chlorite clays

Edgardo F. Irassar

Assessment of calcination for a construction and demolition waste (excavation clays), based on physical characteristics and mineralogy

Hernan Gonzalo Yanguatin Botina

Effect of carbonate minerals and calcination of carbonatites and kamafugites on their pozzolanic performance and early age concrete properties

Apollo Buregyeya

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SOCIAL EVENTS and TECHNICAL VISIT

Welcome Cocktail on Monday evening at the Melia Cohiba Hotel

Salsa Class on Tuesday from 18:00 to 19:00 at the disco of Melia Cohiba Hotel

Gala Dinner on Wednesday from 20:00 at the Habana Café , Melia Cohiba Hotel

Visit to exposure sites under natural environmental conditions

Date: December 8th, departing from Habana; December 9th return to HabanaCost: approx. 200CUC (registration at the welcome desk)

CIDEM has prepared three exposure sites resembling the exposure classes considered by the Cuban standard NC 120:2014 for concrete.

The sites are the following:1/ Site Punta Matamoros: located directly on the seashore, it represents the conditions for concrete exposed at a distance of 500 m or less from the seashore.2/ Site Sede Universitaria: Located at approximately 2500 m from the seashore, with a relatively lower Relative Humidity and a high content of air borne chlorides.3/ Site CIDEM: located close to CIDEM’s facilities, at more than 20 km from the seashore, with a much lower relative Humidity and less air borne chlorides.

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