콘크리트 및 아스팔트 혼합물용 골재
View the full transcript and gain access to JoVE Science Education videos
Q1: What are coarse and fine aggregates in concrete mixes?
Coarse aggregates are particles larger than approximately 4.75 millimeters, typically natural or crushed rocks, while fine aggregates are smaller particles, usually sands. Both types are mixed with cement paste or asphalt binder to provide surfaces for binding. Aggregates make up a significant volume of concrete and asphalt, serving as inexpensive fillers that help minimize the amount of cement or asphalt needed in the mix.
Q2: How does particle size distribution affect concrete mix design?
Proper gradation of aggregates reduces the amount of paste needed to fill voids between particles. However, too many fine particles increase surface area requiring coating, resulting in a stiff concrete mix. Sieve tests determine particle distribution, and the fineness modulus, calculated from cumulative weight percentages across six standard sieve sizes, indicates whether aggregates are fine or coarse. Understanding stress strain characteristics of materials helps engineers optimize mix performance.
Q3: What is the saturated surface dry condition and why does it matter?
Saturated surface dry (SSD) is when aggregate surfaces are dry but internal pores remain saturated with water. This condition is assumed during mix design because small changes in aggregate moisture content significantly impact the water-to-cement ratio. The slump test determines SSD by inverting a conical mold filled with aggregate; slight slumping indicates SSD condition, while holding shape means the aggregate is too dry.
Q4: What properties must aggregates have for successful concrete performance?
Aggregates must be rigid, durable, strong, and chemically inert with respect to the concrete or asphalt they are used in. Their stiffness and strength should exceed that of the surrounding paste or binder to prevent them from being the controlling phase. Additionally, aggregates must be tested for water behavior since they are typically stored outdoors and exposed to moisture.
Q5: How is the fineness modulus calculated and what does it indicate?
The fineness modulus (FM) is calculated by summing cumulative weight percentages retained on six standard sieve sizes and dividing by 100. Smaller FM values indicate finer aggregates, while larger values indicate coarser aggregates. This measurement helps characterize the overall particle size distribution and is essential for developing consistent concrete mix designs.
Q6: What measurements are needed to determine aggregate absorption capacity?
Four weight measurements are required: the oven-dry weight (A), the weight of water and flask (B), the weight of flask, water, and degassed aggregate (C), and the weight of the saturated surface dry sample (D). These measurements allow calculation of apparent specific gravity, bulk specific gravity, and absorption capacity, which are critical for understanding how aggregates interact with water in concrete mixes.
Q7: How does sieve analysis determine aggregate gradation?
Sieve analysis uses a stack of standard sieves with decreasing opening sizes. Approximately 400 grams of dry aggregate is shaken through the stack for five minutes, then weighed on each sieve and in the pan. Cumulative percentages retained at each tier are calculated, and when plotted against sieve size openings, they produce the gradation curve, which visualizes the particle size distribution of the aggregate.