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๐Ÿ‘‰Factors Affecting Concrete Compressive Strength

๐ŸทAmong the large number of factors affecting the compressive strength of concrete.

๐Ÿ’ซthe following are probably the most important for concretes used in structures.

๐Ÿšง1.  Water/cement ratio

โบThe strength of concrete is governed in large part by the
ratio of the weight of the water to the weight of the cement for a given volume of concrete.

โบA lower water/cement ratio reduces the porosity of the hardened concrete and thus increases the number of interlocking solids.

๐Ÿšง2.  Type of cement

โบTraditionally, five basic types of Portland cement have been produced:

Normal, Type I:
Modified, Type II:
High early strength, Type III:
Low heat, Type IV:
Sulfate resisting, Type V:

๐Ÿšง3. Supplementary cementitious materials

โบSometimes, a portion of the cement is replaced by materials such as fly ash, ground granulated blast-furnace slag, or silica fume to achieve economy, reduction of heat of hydration, and, depending on the materials, improved workability.

๐Ÿšง4. Aggregate

โบThe strength of concrete is affected by the strength of the aggregate, its surface texture, its grading, and, to a lesser extent, by the maximum size of the aggregate.

๐Ÿšง5.  Mixing water

โบThere are no standards governing the quality of water for use in mixing concrete.

โบIn most cases, water that is suitable for drinking and that has no pronounced taste or odor may be used

๐Ÿšง6. Moisture conditions during curing

โบThe development of the compressive strength of concrete is strongly affected by the moisture conditions during curing.

โบProlonged moist curing leads to the highest concrete strength

๐Ÿšง7. Temperature conditions during curing

โบThe effect of curing temperature on strength gain for specimens placed and moist-cured for 28 days under the constant temperatures shown in the figure and then moist-cured at 73ยฐF.

โบThe 7- and 28-day strengths are reduced by cold curing temperatures, although the long-term strength tends to be enhanced.

๐Ÿšง8. Age of concrete.

Concrete gains strength with age

๐Ÿšง9. Maturity of concrete

โบYoung concrete gains strength if the concrete remains about a threshold temperature of to or to Maturity is the summation of the product of the difference between the curing temperature and the threshold temperature, and the time the concrete has cured at that temperature

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๐Ÿ‘16โค2
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๐Ÿ‘‰ELEMENTS OF ASPHALT CONCRETE PAVEMENT
.
โžก๏ธAsphalt concrete pavements also called flexible pavements are pavements built from asphalt- concrete (asphalt, coarse aggregate, filler (optional) , and fine aggregate).
They transmit loads imposed on the surface through lateral distribution of the applied loads over depth.
.
โžก๏ธThe elements of an asphalt concrete pavement are:๐Ÿ‘‡
.
โ–ถ๏ธSurfacing: This is the uppermost layer of the
pavement. The primary function of the surfacing is
to provide a safe and comfortable riding surface for the traffic. It is also expected to protect the layers underneath from the effects of natural elements
(wind, rain, ice etc.) as well as the disintegrating
effects from vehicles skidding and braking on the roadway. In this regard, it should be impervious so
as to waterproof the underlying layers. In higher
types of roads, it may consist of two distinct sub
layers known as a wearing course and a base
course.
.
โ–ถ๏ธ Base: this is the most important and normally the thickest layer of an asphalt concrete pavement on which the surfacing rests. It is the main load
spreading layer of the pavement. It bears the burden of distributing the applied surface loads in such a manner that the bearing Capacity of the subgrade is not exceeded. It should therefore be built from high quality materials capable of withstanding the applied loads on the surface. It consist of either: crushed stone or gravel, gravelly soils, decomposed rocks, sands or sand-clays stabilized with cement, lime or bitumen.
.
โ–ถ๏ธSub-base: The sub-base is the secondary load
spreading layer of the pavement underlying the
base. It may or may not be present in a pavement
depending on the purpose for which it is to be
used. It helps to distribute the applied loads to the
subgrade. Its stresses are less than those of the
base. Therefore its materials can be of lower quality than those of the base but must always be stronger than those of the subgrade. It is usually coarse grained or granular to act as a drainage layer for passage of any moisture which falls during
construction or after construction to the highway drainage system.
.
โ–ถ๏ธSubgrade: this is the upper layer of the natural soil over which the pavement is being built. It may be undisturbed local material exposed by excavation or soil excavated elsewhere and placed into an embankment. It is usually compacted during
construction to give added stability.

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๐Ÿ‘21โค5
๐Ÿ‘‰What is the differences between Singly reinforced and Doubly reinforced beam sections

๐ŸšงSingly reinforced beam

โบsingly reinforced beams are beams with tension reinforcement only( reinforcement to assist concrete carry tension)

๐ŸšงDoubly reinforced beam

โบdue to different reasons, it isn't always possible to use singly reinforced beam and it becomes necessary to assist concrete to carry compression too.

โบAnd beams with both tension and compression reinforcement are called doubly reinforced beams.

๐Ÿ’ซDoubly reinforced beams are advantageous over singly reinforced beams for the following reasons :

*Reduces sustained deflection( long term deflection)

* Increases ductility

* Enhances tension mode of failure

* Decreased depth of section, leading to astetics

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๐Ÿ‘21โค5๐Ÿ‘2๐Ÿ™2
๐Ÿ‘34โค1๐Ÿ‘1
The corresponding lateral earth pressure
when the retaining wall moves towards backfill
is known as
Anonymous Quiz
53%
A: Passive Earth Pressure
35%
B: Active Earth Pressure
10%
C: Earth Pressure at rest
3%
D: None of the above
๐Ÿ‘15๐ŸŽ‰2โค1
The determination of ultimate bearing
capacity on an eccentrically loaded square
footing depends upon the concept of useful:
Anonymous Quiz
37%
A: Square
36%
B: Width
17%
C: Circle
10%
D: Triangle
๐Ÿ‘20โค2
๐Ÿ‘‰Pan-United แ‹จแ‰ฐแ‰ฃแˆˆ แ‹จแˆฒแŠ•แŒ‹แ–แˆญ แŠฎแŠ•แŠญแˆชแ‰ต แŠ แˆแˆซแ‰ฝ แŠฉแ‰ฃแŠ•แ‹ซ แ‰ แŠคแˆŒแŠญแ‰ตแˆชแŠญ แŠƒแ‹ญแˆ แ‹จแˆšแŠ•แ‰€แˆณแ‰€แˆต แ‹จแŒญแАแ‰ต แŠซแˆšแ‹ฎแŠ• แ‰ แˆฅแˆซ แˆ‹แ‹ญ แˆ›แ‹‹แˆ‰ แ‰ฐแˆฐแˆแ‰ทแˆแข

๐ŸทแŠซแˆแ“แŠ’แ‹ แ‰ แˆ˜แŒแˆˆแŒซแ‹ แ‰ แŠคแˆŒแŠญแ‰ตแˆชแŠญ แ‹จแˆšแŠ•แ‰€แˆณแ‰€แˆฑ แ‹จแŠฎแŠ•แŠญแˆชแ‰ต แˆšแŠญแˆฐแˆญ แŠซแˆšแ‹ฎแŠ–แ‰ฝแŠ• แˆ˜แŒ แ‰€แˆ แ‹จแŒ€แˆ˜แˆจแ‹ แ‰ แАแ‹ณแŒ… แŠƒแ‹ญแˆ แŠจแˆšแŠ•แ‰€แˆณแ‰€แˆฑ แ‹จแŠฎแŠ•แŠญแˆชแ‰ต แˆšแŠญแˆฐแˆญ แŠซแˆšแ‹ฎแŠ–แ‰ฝ แ‹ˆแ‹ฐ แŠจแ‰ฃแ‰ข แŠ แ‹จแˆญ แ‹จแˆšแˆˆแ‰€แ‰€แ‹แŠ• แ‹จแ‰ฐแ‰ƒแŒ แˆˆ แŠ แ‹จแˆญ แˆˆแˆ›แˆตแ‰€แˆจแ‰ต แŠฅแŠ•แ‹ฒแˆแˆ แ‹จแ‹ตแˆแŒฝ แ‰ฅแŠญแˆˆแ‰ตแŠ• แˆˆแˆ˜แ‰†แŒฃแŒ แˆญ แŒญแˆแˆญ แ‰ แˆ›แˆฐแ‰ฅ แАแ‹แข

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โญ๏ธแ‹จแŠฎแŠ•แŠญแˆชแ‰ต แŠซแˆแ‹ฎแŠ‘แŠ• แ‹จแŒˆแАแ‰ฃแ‹ SANY แ‹จแ‰ฐแ‰ฃแˆˆ แ‹จแ‰ปแ‹ญแŠ“ แ‰ณแ‹‹แ‰‚ แ‹จแŠฎแŠ•แŠญแˆชแ‰ต แŠซแˆแ‹ฎแŠ• แŠ แˆแˆซแ‰ฝ แŠฉแ‰ฃแŠ•แ‹ซ แˆฒแˆ†แŠ•แฃ แˆ˜แŠชแŠ“แ‹ แ‰ แ‰€แŠ• แˆˆแˆแˆˆแ‰ต แŒŠแ‹œ แ‰ปแˆญแŒ… แ‰ แˆ›แ‹ตแˆจแŒ แ‰ฅแ‰ป แ‰€แŠ‘แŠ• แˆ™แˆ‰ แ‰ แŠ แŒฅแŒ‹แ‰ข แˆแŠ”แ‰ณ แˆฅแˆซแ‹แŠ• แˆ›แŠจแŠ“แ‹ˆแŠ• แŠฅแŠ•แ‹ฐแˆšแ‰ฝแˆ แ‰ฐแŒ แ‰…แˆทแˆแข

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๐Ÿ‘20
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๐Ÿ‘3โค2
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๐Ÿ‘‰How is a reinforcement bar in hardened concrete structure exposed to corrosion?

๐Ÿ’ซแˆ™แˆ‰ แ‰ แˆ™แˆ‰ แŒฅแŠ•แŠซแˆฌแ‹แŠ• แ‹ซแŒˆแŠ˜ แ‹จ แŠฎแŠ•แŠญแˆชแ‰ต แˆตแ‰ตแˆซแŠญแ‰ธแˆญ แ‹แˆตแŒฅ แ‹ซแˆˆ แ‹ˆแ‹ญแˆ แ‹จแ‰ฐแˆฐแˆซแ‰ แ‰ต reinforcement bar แŠฅแŠ•แ‹ดแ‰ต แˆŠแ‹แŒ แ‹ญแ‰ฝแˆ‹แˆ? แ‰ แˆแŠ• แˆแŠญแŠ•แ‹ซแ‰ถแ‰ฝแˆต แˆŠแˆ†แŠ• แ‹ญแ‰ฝแˆ‹แˆ?

๐Ÿท3 แˆ˜แˆฐแˆจแ‰ณแ‹Š แ‹จแˆ†แŠ‘ แˆแŠ”แ‰ณแ‹Žแ‰ฝ reinforcement แ‰ฃแˆซแ‰ฝแŠ•แŠ• แ‰ แ‰ แ‰‚ แˆแŠ”แ‰ณ แŒฅแŠ•แŠซแˆฌแ‹แŠ• แ‰ฃแŒˆแŠ แ‹จ แŠ แˆญแˆ›แ‰ณ แˆตแ‰ตแˆซแŠญแ‰ธแˆญ แ‹แˆตแŒฅ แ‰ฃแˆˆแ‰ แ‰ต แˆŠแ‹ซแ‹แŒ‰แ‰ต แ‹ญแ‰ฝแˆ‹แˆ‰ (corrosion แŠฅแŠ•แ‹ฒแˆแŒ แˆญ แˆŠแ‹ซแ‹ฐแˆญแŒ‰แ‰ต แ‹ญแ‰ฝแˆ‹แˆ‰)

โญ๏ธ1. แ‹จแˆ˜แŒ€แˆ˜แˆชแ‹ซแ‹ carbonation แ‹ญแ‰ฃแˆ‹แˆ

โบแŠฅแŠ•แ‹ฐแˆšแ‰ณแ‹ˆแ‰€แ‹ concrete strongly alkaline nature แŠ แˆˆแ‹แข แ‹ญแˆ…แˆ แ‹จแˆ†แАแ‰ แ‰ต แˆแŠญแŠ•แ‹ซแ‰ต Ca(OH)2 แˆตแˆ‹แˆˆแ‹แข

โบpH value แ‹ฐแŒแˆž about 13 แАแ‹แข 

โ–ถ๏ธdue to this high alkalinity nature แŠฎแŠ•แŠญแˆชแ‰ฑ reinforcement แ‰ฃแˆฉแŠ• แŠจ corrosion แˆˆแˆ˜แŠจแˆ‹แŠจแˆ a thin passivating layer แ‰ แ‰ฃแˆฉ แ‹™แˆชแ‹ซ แ‰ แˆ˜แแŒ แˆญ แ‰ฅแˆจแ‰ฑแŠ• แŠจแ‹แŒˆแ‰ต แ‹ญแŠจแˆ‹แŠจแˆ‹แˆแข แ‹ญแˆ…แˆ process passivation แ‰ แˆ˜แ‰ฃแˆ แ‹ญแ‰ณแ‹ˆแ‰ƒแˆแข

โ–ถ๏ธAs we know CO2 แ‰ แˆซแˆฑ reactive แŠ แ‹ญแ‹ฐแˆˆแˆแข แŒแŠ• in the presence of moisture( แŠฅแˆญแŒฅแ‰ แ‰ต) แ‹ˆแ‹ฐ dilute carbonic acid แ‹ญแ‰€แ‹จแˆซแˆแข แŠจแ‹›แˆ concrete form แ‹ซแ‹ฐแˆจแŒˆแ‹แŠ• passivating layer แˆ˜แ‰ฅแˆ‹แ‰ต แ‹ˆแ‹ญแˆ แˆ›แˆแˆซแˆจแˆต แ‹ญแŒ€แˆแˆซแˆแข แ‰ แˆ˜แŒจแˆจแˆปแˆ PH value แŠ•  แ‹ˆแ‹ฐ 8.3 - 9 แ‹ซแ‹ฐแˆญแˆฐแ‹‹แˆแข แˆแŠญ PH value แŠจ 11 แˆ›แАแˆต แˆฒแŒ€แˆแˆญ แ‰ฅแˆจแ‰ฑ แ‰ แ‰€แˆ‹แˆ‰ แˆ˜แ‹›แŒ แ‹ญแŒ€แˆแˆซแˆแข

๐Ÿท2. แˆแˆˆแ‰ฐแŠ›แ‹ แ‹ฐแŒแˆž chloride attack แАแ‹

โบแ‰ แ‰ฐแˆ˜แˆณแˆณแ‹ญ แˆ˜แŠ•แŒˆแ‹ต แˆแŠญ carbonation passivating layer แŠ• แˆ›แˆแˆซแˆจแˆต แŠฅแŠ•แ‹ฐแˆšแ‰ฝแˆ chloride attack แˆ แ‹ซแŠ•แŠ• แ‰ แ‰ แˆˆแŒ  แˆ›แ‹ตแˆจแŒ แ‹ญแ‰ฝแˆ‹แˆแข

โ–ถ๏ธchloride attack is more serious reason than any other
โ–ถ๏ธin the presence of water and oxygen, chloride can destroy the passivating layer and leads to corrosion.
โ–ถ๏ธchloride แ‰ แ‰€แˆ‹แˆ‰ แ‹ˆแ‹ฐ แŠฎแŠ•แŠญแˆชแ‰ฑ แˆŠแŒˆแ‰ฃ แ‹ญแ‰ฝแˆ‹แˆแข

โšก๏ธแˆˆแˆแˆณแˆŒ แ‰  cement,water,aggregate and sometimes from admixtures or from environment by diffusion.

๐Ÿท3. แˆถแˆตแ‰ฐแŠ›แ‹ แ‰  electrochemical process แАแ‹

โบแ‹ญแˆ„แŠ›แ‹ แ‹ฐแŒแˆž when there is a difference in electrical potential along the steel reinforcement in concrete.

โบแ‰ฅแˆจแ‰ฑ แ‹แˆตแŒฅ แŠ แŠ•แ‹ฐแŠ›แ‹ part anode แˆŒแˆ‹แŠ›แ‹ part แ‹ฐแŒแˆž cathode แˆฒแˆ†แŠ• แАแ‹แข

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๐Ÿ‘17โค2
๐Ÿ‘‰แ‰ แŠจแ‰ฐแˆ›แ‰ฝแŠ• แ‹ซแˆˆแ‹แŠ• แ‹จแˆ˜แŠ–แˆชแ‹ซ แ‰คแ‰ต แ‰ฝแŒแˆญ แˆˆแˆ˜แ‰…แˆจแ แ‰ แˆ˜แŠ•แŒแˆตแ‰ตแŠ“ แ‹จแŒแˆ แ‹˜แˆญแ แŠ แŒ‹แˆญแАแ‰ต แŠจแˆแŠ“แŠซแˆ‚แ‹ณแ‰ธแ‹ แ‹จแ‰คแ‰ต แŒแŠ•แ‰ฃแ‰ณ แˆ˜แˆญแˆƒ แŒแ‰ฅแˆญ แ‰ตแˆแ‰ แ‹จแˆ†แАแ‹ แ‹จแŠฆแ‰ชแ‹ต แŒˆแˆ‹แŠ• แŒ‰แˆซ แˆณแ‹ญแ‰ต 60 แˆบแˆ• แ‰คแ‰ถแ‰ฝ แŒแŠ•แ‰ฃแ‰ณแฃ แ‰ แˆˆแŒˆแˆ€แˆญ แŒŠแแ‰ต แˆชแˆแˆตแ‰ดแ‰ต แ‹จแˆšแŒˆแАแ‰ฃแ‰ธแ‹ 4,370 แ‰คแ‰ถแ‰ฝ แ‹จแŒแŠ•แ‰ฃแ‰ณ แˆ‚แ‹ฐแ‰ตแŠ• แŠฅแŠ•แ‹ฒแˆแˆ แ‰ แ‰ฆแˆŒ แˆฉแ‹‹แŠ•แ‹ณ แ‰ แŒแˆ‰ แ‹˜แˆญแ แŠฅแ‹จแˆˆแˆ™ แ‹จแˆšแŒˆแŠ™ แ‹˜แˆ˜แŠ“แ‹Š แ‹จแˆ˜แŠ–แˆชแ‹ซ แ‰คแ‰ถแ‰ฝ แŒแŠ•แ‰ฃแ‰ณแŠ• แŒŽแ‰ฅแŠแ‰ฐแŠ“แˆ::

แ‰ แˆแŠ“แŠซแˆ‚แ‹ณแ‰ธแ‹ แ‹จแˆแˆ›แ‰ต แˆตแˆซแ‹Žแ‰ฝ แ‰…แ‹ตแˆšแ‹ซ แˆˆแˆแˆ›แ‰ต แ‰ฐแАแˆบแ‹Žแ‰ฝ แ‰ แˆ›แˆˆแ‰ต แ‰ แŒ€แˆ˜แˆญแАแ‹ แŠ แˆฐแˆซแˆญ แˆ˜แˆฐแˆจแ‰ต แ‹จแŠฆแ‰ชแ‹ต แŒˆแˆ‹แŠ• แŒ‰แˆซ แˆณแ‹ญแ‰ต แˆˆแˆแˆ›แ‰ต แ‰ฐแАแˆบ แŠ แˆญแˆถแŠ แ‹ฐแˆฎแ‰ฝ แ‹จแˆšแˆ†แŠ‘ 770 แ‹ฐแˆจแŒƒแ‰ธแ‹แŠ• แ‹จแŒ แ‰ แ‰ แˆแ‰ตแŠญ แ‰คแ‰ถแ‰ฝแŠ• แ‰…แ‹ตแˆšแ‹ซ แˆฐแŒฅแ‰ฐแŠ• แŒแŠ•แ‰ฃแ‰ณแ‰ธแ‹แŠ• แ‰ แˆ›แ‹แŒ แŠ• แˆ‹แ‹ญ แŠฅแŠ•แŒˆแŠ›แˆˆแŠ•::

แ‰ แ‹šแˆ… แ‹จแŒˆแˆ‹แŠ• แŒ‰แˆซ แ•แˆฎแŒ€แŠญแ‰ต แŠจแˆšแŒˆแАแ‰ก แ‰คแ‰ถแ‰ฝ แ‹แˆตแŒฅ แŠฎแŠ•แ‹ถแˆšแŠ’แ‹จแˆ แ‰ แˆ˜แ‰†แŒ แ‰ฅ แˆ‹แ‹ญ แ‹จแˆšแŒˆแŠ™ แАแ‹‹แˆชแ‹Žแ‰ฝ แ‰ฐแŒ แ‰ƒแˆš แ‹จแˆšแˆ†แŠ‘แ‰ แ‰ตแŠ• แˆ˜แŠ•แŒˆแ‹ต แ‰ แˆ›แˆ˜แ‰ปแ‰ธแ‰ต แˆ‹แ‹ญ แ‹จแˆแŠ•แŒˆแŠ แˆฒแˆ†แŠ• แ‰ แŠจแ‰ฐแˆ›แ‰ฝแŠ• แ‹ซแˆˆแ‹แŠ• แ‹จแˆ˜แŠ–แˆชแ‹ซ แ‰คแ‰ต แŠฅแŒฅแˆจแ‰ต แˆˆแˆ˜แ‰…แˆจแ แŠจแŒแˆ‰ แ‹˜แˆญแ แŒ‹แˆญ แ‰ แˆ˜แ‰ฐแ‰ฃแ‰ แˆญ แ‹จแŒ€แˆ˜แˆญแŠ“แ‰ธแ‹ แˆตแˆซแ‹Žแ‰ฝแŠ• แŠจแˆ˜แˆฐแˆจแ‰ฐแˆแˆ›แ‰ตแŠ“ แŠจแ‹แ‹ญแŠ“แŠ•แˆต แŒ‹แˆญ แ‰ฐแ‹ซแ‹ญแ‹ž แ‹จแˆšแ‹ซแŒ‹แŒฅแˆ™ แ‰ฝแŒแˆฎแ‰ฝแŠ• แ‰ แˆ˜แ‰…แˆจแ แ‰ แ‰ฐแ‹ซแ‹˜แˆ‹แ‰ธแ‹ แŒŠแ‹œ แˆˆแˆ›แŒ แŠ“แ‰€แ‰… แ‰ตแŠฉแˆจแ‰ต แˆฐแŒฅแ‰ฐแŠ• แ‹จแˆแŠ•แˆฐแˆซ แ‹ญแˆ†แŠ“แˆ::

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๐Ÿ‘‰Slump Size and Usage with Strength of Concrete Marks

๐Ÿ’ซSlump Test is used to measure the workability or consistency of fresh concrete.

๐ŸšงThe slump size varies based on the type of construction work and the strength of the concrete mix. Below is a summary:

โญ๏ธ1. Low Slump (0-25 mm)

โบUsage:

High-strength concrete (40 MPa or above).

Foundations, retaining walls, and other structural elements requiring low workability.

Strength of Mark: Used for grades like M40, M45, or higher.

โ–ถ๏ธPurpose: Suitable for structures that require compacted concrete with minimal voids.


โญ๏ธ2. Medium Slump (25-75 mm)

โบUsage:

Ordinary reinforced concrete works such as beams, slabs, and columns.

Strength of Mark: Used for grades like M25, M30.

โ–ถ๏ธPurpose: Offers a balance between workability and strength, making it ideal for most structural applications.

โญ๏ธ3. High Slump (75-125 mm)

โบUsage:

Structures with dense reinforcement, pavements, and pre-stressed concrete.

Strength of Mark: Used for grades like M20 or M25.

โ–ถ๏ธPurpose: Provides higher workability for easy placement without compromising strength.


โญ๏ธ4. Very High Slump (>125 mm)

โบUsage:

Pumped concrete, mass concrete works, and flowing concrete applications.

Strength of Mark: Generally used for lower grades like M15, M20.

โ–ถ๏ธPurpose: Enhances flowability for ease of placement, especially in complex structures.

โ‡๏ธKey Notes:

๐Ÿ”ฐHigher Slump: Indicates greater workability but can reduce strength if not proportioned correctly.

๐Ÿ”ฐLower Slump: Indicates stiffer concrete, generally leading to higher strength but harder to work with.

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๐Ÿ‘17โค1