PROPERTIES OF CONCRETE CONTAINING GROUND GRANULATED BLAST FURNACE SLAG (GGBFS) AT ELEVATED TEMPERATURES

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Heat Analysis and Thermodynamic Effects Part 2 doc

HEAT ANALYSIS AND THERMODYNAMIC EFFECTS PART 2 DOC

Bearing in mind the convoluted interactions among energy fluxes and radiations at land surface, it is very difficult to describe how the groundwater thermodynamically affects each of them separately. Though, if we keep in mind the instantaneous nature of those interactions, w[r]

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Blast resistance of steel concrete composite structures

BLAST RESISTANCE OF STEEL CONCRETE COMPOSITE STRUCTURES

At the university, I would like to express my heartfelt gratitude to my supervisor, Professor Richard Liew. It is an honour to be under his supervision and I do appreciate the support especially during periods when my candidature was converted to part-time. He st[r]

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Alkali silica reaction in ultra high performance concrete containing rice husk ash

Alkali silica reaction in ultra high performance concrete containing rice husk ash

In the present study, the risk of alkali silica reaction of ultra-high performance concrete (UHPC) was assessed in NaOH solution and accelerated climate condition. The UHPC containing rice husk ash (RHA) with and without ground granulated blast-furnace slag (GGBS) were used.

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Tài liệu Connectors in FTTP Networks Which Connector Do I Use in My FTTP Network? doc

TÀI LIỆU CONNECTORS IN FTTP NETWORKS WHICH CONNECTOR DO I USE IN MY FTTP NETWORK? DOC

To improve upon the physical performance values at the connection point, there are several options to choose from. One of the best ways to provide ultimate connector performance is to terminate the fiber with factory connectorized pigtails. A pigtail is nothing more than a factory te[r]

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Thermal Properties of Green Polymers and Biocomposites Part 9 pdf

THERMAL PROPERTIES OF GREEN POLYMERS AND BIOCOMPOSITES PART 9 PDF

For the preparation of PU’s, saccharides such as glucose, fructose and sucrose were first dissolved in PEG 200 (molecular mass 200) or PEG 400 (molecular mass 400) at 323 or 333 K. Prior to reaction with MDI, the polyol solutions of saccharides were dried under vacuum with vi[r]

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Performance of FRP strengthened beams subjected to elevated temperatures

PERFORMANCE OF FRP STRENGTHENED BEAMS SUBJECTED TO ELEVATED TEMPERATURES


Chapter 4
of hooked-end steel fibers with a length of 35 mm and diameter of 0.75 mm in a mortar mix with cement, sand and water in the proportion of 1:2:0.45 by weight.
All specimens were cast and then removed from the moulds one day after casting, and subsequentl[r]

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Effect of granulated liming material on soil properties and yield of paddy in acid soil of Bramhavara

Effect of granulated liming material on soil properties and yield of paddy in acid soil of Bramhavara

A field experiment was conducted during kharif 2017-18 at ZAHRS, Bramhavara to study the effect of granulated liming material on soil properties and yield of paddy. Treatments included lime application as granulated lime and agricultural lime at different combinations along with FYM and RDF were stu[r]

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FERROELECTRICS – MATERIAL ASPECTS_2 pdf

FERROELECTRICS – MATERIAL ASPECTS_2 PDF

3.3 K 0.5 N 0.5 NbO 3 (KNN)
The pioneering work on KNbO 3 -NaNbO 3 solid solution was carried out in the mid-50s of last century (Shirane et al., 1954). KNN is a specific composition on a complete solid solution of antiferroelectric NaNbO 3 and ferroelectric KNbO 3 , namely, 50:[r]

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Deposition, microstructure and magnetic anisotropy of cobalt ferrite thin films

DEPOSITION, MICROSTRUCTURE AND MAGNETIC ANISOTROPY OF COBALT FERRITE THIN FILMS

Magnetic properties of Co-ferrite films with a thickness of 40 nm deposited on glass with a ZnO underlayer at different substrate temperatures [Coercivity _Hc, the remanence ratio Mr/Ms,[r]

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ẢNH HƯỞNG CỦA TRO BAY, SILICAFUME VÀ MÔI TRƯỜNG DƯỠNG HỘ ĐẾN CƯỜNG ĐỘ CHỊU NÉN CỦA BÊ TÔNG

ẢNH HƯỞNG CỦA TRO BAY, SILICAFUME VÀ MÔI TRƯỜNG DƯỠNG HỘ ĐẾN CƯỜNG ĐỘ CHỊU NÉN CỦA BÊ TÔNG

Bộ Khoa học và Công nghệ, Việt Nam._ [26] PCA Committee 2002._Design and Control of Concrete Mixtures, Chapter 3: Fly Ash, Slag, Silica Fume,_ _and Natural Pozzolans_.. _Hỗn hợp bê tông [r]

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Role of graphene nanofluids on heat transfer enhancement in thermosyphon

Role of graphene nanofluids on heat transfer enhancement in thermosyphon

The thermophysical properties of graphene nanofluids in thermosyphon have been studied at different power inputs, temperatures and angles of inclination. The thermal conductivity of the graphene nanofluid is found to be 29% higher than that of the deionized water at 45 0C.

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Shear resistance of ultra high performance concrete reinforced with hybrid steel fiber subjected to impact loading

Shear resistance of ultra high performance concrete reinforced with hybrid steel fiber subjected to impact loading

This study investigated the synergy in shear response of ultra-high-performance fiber-reinforced concrete (UHPFRCs) containing different contents of long and short smooth steel fiber reinforcements at high strain rates.

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METHOD STATEMENT OF SLAB ON GRADE

METHOD STATEMENT OF SLAB ON GRADE

Previous stage Soil stabilization Casting lean concrete of ground slab Surface Finishing Cutting joints Installing reinforcement Casting concrete Installing wire mesh Laying PVC sheets I[r]

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Utilization of fourier transform infrared on microstructural examination of sfc no cement binder

Utilization of fourier transform infrared on microstructural examination of sfc no cement binder

The research aims at proposing an innovative application of using Fourier transform infrared (FTIR) to examine the microstructure of a new no-cement SFC binder paste, which is fabricated with mixture of ground granulated blast furnace slag (GGBFS).

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UltraHigh Performance Concrete Mixes with Reduced Portland Cement Content

UltraHigh Performance Concrete Mixes with Reduced Portland Cement Content

Ultrahigh performance concrete (UHPC) usually contains a very high proportion of ordinary Portland cement which
requires a high amount of energy for its production. The present investigations aimed at systematically developing UHPC
produced with supplementary cementitious materials to achieving stre[r]

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Characteristics and applicability of Granulated Blast Furnace Slag (GBFS) as construction materials in Vietnam

Characteristics and applicability of Granulated Blast Furnace Slag (GBFS) as construction materials in Vietnam

This paper focuses on the engineering properties of GBFS as a basis for applicability assessment to construction materials. The obtained results indicate that GBFS in Vietnam have grained grade in range of medium to course size, bulk specific gravity is approximate 1.0 g/cm3 , specific gravity is le[r]

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Experimental study on strength and permeability of pervious concrete pavement containing fly ash, blast furnace slag and silica fume

EXPERIMENTAL STUDY ON STRENGTH AND PERMEABILITY OF PERVIOUS CONCRETE PAVEMENT CONTAINING FLY ASH, BLAST FURNACE SLAG AND SILICA FUME

PHYSICAL AND CHEMICAL PROPERTIES OF OPC AND GGBS...17 TABLE 3.2: MIX PROPORTION OF SPECIMENS IN TRIAL EXPERIMENT...24 TABLE 4.1: COMPRESSIVE STRENGTH OF PCPC...30 TABLE 4.2: VOID RATIO O[r]

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Effect of exposure time and elevated temperature on ordinary concrete

Effect of exposure time and elevated temperature on ordinary concrete

The concrete material in structures is likely to be exposed to elevated temperatures during fires. In this paper, an experimental investigation is carried out to study the effect of different exposure temperatures and times on the mechanical properties of ordinary concrete. Cylinders with a diameter[r]

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INFLUENCE OF FLY ASH AND BLAST FURNACE SLAG ON CHARACTERISTICS OF GEOPOLYMER NON-AUTOCLAVED AERATED CONCRETE

INFLUENCE OF FLY ASH AND BLAST FURNACE SLAG ON CHARACTERISTICS OF GEOPOLYMER NON-AUTOCLAVED AERATED CONCRETE

The properties of geopolymer non-aerated autoclaved concrete (GNAAC), such as workability, temperature, expansion degree, and compressive strength, have been determined2. EXPE[r]

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Designation: C 595 – 00ae1 - Standard Specification for Blended Hydraulic Cements1 pps

DESIGNATION: C 595 – 00AE1 - STANDARD SPECIFICATION FOR BLENDED HYDRAULIC CEMENTS1 PPS

14. Certification
14.1 At the request of the purchaser, the manufacturer shall state in writing the source, amount, and composition of the essential constituents used in manufacture of the finished cement and the composition of the blended cement purchased. 14.2[r]

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