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WhatsAppGet PriceGet A QuoteHollow or solid concrete masonry units used in gravity retaining walls should meet the requirements of ASTM C 90 (ref. 2) and preferably have an oven-dry density of 125 lb/ft³ (2002 kg/m³) or more. Cores of hollow units are typically filled to increase the weight of the wall. The fill should be granular in areas subject to freezing.
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influence floor performance which include: 1. Uniformity of the sub-grade and adequacy of its bearing capacity. 2. Moisture content of the sub-grade and sub-base. 3. Quality of the concrete (particularly shrinkage potential). 4. Adequacy of the structural capacity. 5. Surface levelness and flatness. 6. Deformations (i.e. settlement) under
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WhatsAppGet PriceGet A QuoteAn investigation was conduced to achieve concrete of higher strength using crushed brick as aggregate and study the mechanical properties. It was found that higher strength concrete (c f = 4500 to
WhatsAppGet PriceGet A QuoteThe benchmark concrete mix ratio is cement: sand: stone: water: fly ash: water reducing agent = 310 : 791 : 1115 : 150 : 50 : 3.4, and the specific mix is shown in Table 1.The water cement ratio was 0.41, the concrete density was 2420 kg/m 3, and the design strength grade was C40.The rubber particles with the particle size of 20 mesh, 1∼3 mm, and 3∼6 mm were mixed into the concrete by 5%
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WhatsAppGet PriceGet A QuoteThe concrete compressive strength f c and the modulus of elasticity E c were tested according to the Australian Standards AS 1012.9 (1999) and AS 1012.17 (1997), respectively, using a servo-hydraulic testing machine with a range of 3000 kN. In order to obtain more accurate experimental data, the concrete compressive strength and modulus of elasticity were tested on the day of the beam test
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