By John Newman, B S Choo
In accordance with the Institute of Concrete Technology's complex Concrete expertise direction, those 4 volumes are a entire academic and reference source for the concrete fabrics technologist. a professional foreign crew of authors from examine, academia and has been introduced jointly to provide this targeted sequence. each one quantity bargains with a distinct point of the topic: constituent fabrics, homes, tactics and checking out and caliber. With labored examples, case stories and illustrations all through, the books may be a key reference for the concrete professional for years yet to come. * professional foreign authorship guarantees the sequence is authoritative* Case experiences and labored examples aid the reader practice their wisdom to perform* complete insurance of the topic offers the reader the entire priceless reference fabric
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Extra info for Advanced Concrete Technology 4: Testing & Quality (Advanced Concrete Technology Set)
The cementitious material recovered is then weighed dry and in Analysis of fresh concrete water to determine the particle density. As the material obtained from the cement tests can be either: dry – pressure filter method wet – RAM method The sequence of the two weighings depends on which of these two analysis methods was used. 1 Calibration From the concrete mix proportions, calculate the saturated surface dry (SSD) mass of the coarse aggregates and the fine aggregates which would be required to make a test sample containing 1000 g of cement.
5 hours after casting. Procedure A – Moderate heating method (24 h at 35°C) • Moulds are warmed up before calibration, casting and testing. • Specimens (cylinders) are cast and sealed by fixing a plate (such as a machined baseplate) to the top of the mould. 5 h ± 30 min. • The specimens are tested for strength in a compression testing machine after 24 h ± 30 min from the time of casting. Procedure B – Thermal acceleration method (boiling water) • Moulds are warmed up before calibration, casting and testing.
The moulds are equipped with removable top and bottom metal plugs fitted with O-ring seals. • Top surface of the concrete is screeded to accept the metal plug that transmits pressure. • Three specimens are stacked vertically on top of each other in a special loading rig inside an insulated container. 2 N/mm2 is applied by hydraulic hand pump and maintained • The temperature is raised by the heating elements to 150°C ± 3°C within 30 ± 5 min. • The elevated temperature is maintained for 3 h ± 5 min and pressure maintained for a total of 5 h ± 5 min • The specimens are extruded from their moulds and tested for strength in a compression testing machine within 15 min of demoulding.
Advanced Concrete Technology 4: Testing & Quality (Advanced Concrete Technology Set) by John Newman, B S Choo