By Ibrahim Karaman, Raymundo Arr?yave, Eyad Masad
This CD encompasses a selection of papers offered on the TMS heart East - Mediterranean fabrics Congress on power and Infrastructure structures (MEMA 2015), a convention equipped via The Minerals, Metals & fabrics Society (TMS) and held in Doha, Qatar on January 11-14, 2015. the development desirous about new fabrics learn and improvement in functions of curiosity for Qatar and the complete heart East and Mediterranean region.
The fifty six papers provided during this assortment are divided into 5 sections: (1) Sustainable Infrastructure fabrics; (2) Computational fabrics layout; (3) fabrics for power Conversion and garage; (4) light-weight and excessive functionality fabrics; and (5) fabrics for power Extraction and garage: form reminiscence Alloys.
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Additional resources for Proceedings of the TMS Middle East: Mediterranean Materials Congress on Energy and Infrastructure Systems
The properties of the resulting foam concrete are given in Table III. This issue was reflected in the total surface area for RA silt shown in Table I and the mineralogical composition shown in Figure 1. Fresh and Hardened Properties of Silt Foamed Concrete The compressive strength of foamed concrete has a general relationship with the cement/silt ratio and the total water/cement ratio. Further work on pre-treatment methods with (or without) chemical admixtures is required to ensure that the water demand is kept to a minimum.
Franklin, R. E. and Erntroy, H. , 1997, Design of normal concrete mixes, 2nd Edition, Building Research Establishment, UK 21. BS 1881-125, 2013, Concrete Testing. BS EN 12350-2, 2009, Testing fresh concrete: Slump test, BSI, London, UK. 23. BS EN 12390-5, 2009, Testing hardened concrete: Flexural strength of test specimens, BSI, London, UK. 24. BS EN 12390-6, 2009, Testing hardened concrete: Tensile splitting strength of test specimens, BSI, London, UK. 25. BS 1881: Part 208, 1996, Recommendations for the determination of the initial surface absorption of concrete, BSI, London, UK.
Compressive strength was tested at 3, 7 and 28 days in accordance with BS EN 12390-3  and flexural and tensile strength following BS EN 12390-5  and BS EN 12390-6 . ISAT and water absorption tests were carried out in accordance with BS 1881-208  and BS 1881-122  respectively to determine permeation properties. The stockpiled FA was much coarser, with maximum particle size being 340µm. 0% for RA and 10% for stockpiled FA. 5%, suggesting that there was Portland cement paste present, which is supported by ettringite, observed using SEM in Figure 1 (shown as fine ‘needle’ like crystals).
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