Sentence examples for mixes were cast from inspiring English sources

A total of six SCC mixes were cast with 0%, 20 %, 40 %, 60 %, 80 % and 100pper slag substitution at constant w/b ratio of 0.45.

For the same, a total of 15 DLC mixes were cast, consisting of 9 mixes containing different proportions (25 100%) of CO and CN aggregates and 6 mixes containing FO (25 100%) and FN aggregates (25%and50%0%).

At hardened state, compressive strength was evaluated at the ages of 7 and 28 days and mixes were cast to assess the 28-day splitting tensile strength development and also durability characteristics of concrete were tested for water absorption test at the age of 28 days.

Control mix, two mixes using binary blend of OPC + SF (7 and 10 % replacement by weight), four mixes using binary blend of OPC + FA (20, 30, 40 and 50 % by weight) and eight mixes using ternary blend of OPC + FA + SF (total OPC replacement of 20, 30, 40 and 50 % by weight) were adopted for each w/b ratio and in total 45 mixes were cast, whose description are given in Table 2.

Seven different concrete mixes were cast to test these hardened properties: a conventional reference concrete and six concrete mixes with replacement ratios of 20%, 50 % and 100 of natural fine aggregates by either fine recycled brick aggregates or fine recycled sanitary ware aggregates.

Five geopolymer concrete mixes were casted using Fly ash, Kaolin, sodium hydroxide, potassium hydroxide, sodium silicate and aggregates.

A self-compacting concrete (SCC) mix was cast to compare segregation resistance with conventional concretes (CC).

The preparation procedure of specimens in this study follows ASTM C 192 (2015); the fresh concrete mix was cast in standard cylinders of 100 mm diameter and 200 mm height in three equal layers with each layer being rodded with 25 strokes using a tamping rod.

Standard 150 × 300 mm cylinders taken from the SCC and VC concrete batches produced at the ready-mix plant, were cast and tested to determine the concrete compressive strength f c ′, the tensile strength f t, and the modulus of elasticity E c.

In determining split tensile strength of the concrete mixes, concrete cylinders were cast in 150 × 300 mm steel moulds.

Two panels with mix R2 and one with mix R1 and R3 were cast for each impactor energy and panel thickness.