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Asked: September 25, 2020In: Concrete

What is the difference between plain and reinforced concrete?

nikeetasharma
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Differentiate between plain and reinforced concrete. Among these to which one gives more strength?

  1. aviratdhodare

    aviratdhodare

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    aviratdhodare
    Added an answer on October 26, 2020 at 9:47 pm

    Basic differences PCC RCC Plain Cement Concrete R/f Cement Concrete It doesn’t carry ‘Steel’. It carries Steel. PCC is weak in tension loading while strong in compression loading. RCC is strong in both. PCC blasts on excessive loading & in an instant w/t giving any warning. RCC gives you enoughRead more

    Basic differences

    PCC RCC
    Plain Cement Concrete R/f Cement Concrete
    It doesn’t carry ‘Steel’. It carries Steel.
    PCC is weak in tension loading while strong in compression loading. RCC is strong in both.
    PCC blasts on excessive loading & in an instant w/t giving any warning. RCC gives you enough time to vacate the structure before collapse.

    What is PCC DPC and RCC in civil engineering | RCC and PCC

      Plain Cement Concrete R/f Cement Concrete
    Tension Steel tendons

    High tensile steel bars

    Included with tension

    Ordinary Mild Steel Deformed Bars

    No tension included

    Basic materials used Min grade of concrete

    Post-Tensioning → M30

    Pre-Tensioning  → M40

    to resist high stresses

     

    High strength steel to transfer large prestressing force

    Min grade of concrete → M20

    Steel                           → MS

    Effectiveness of member Entire section carries load Does not carries load
    Crack resistance High

    Cracks don’t occur under working loads

    Less
    Wt & suitability Light

    Heavy loads & longer spans

    Heavy

    Wt is more desired than steel

    Equiments Requires many specialized equiments

    Pulling jack, Post-tensioning pump, Master wedges, Anchhor head & bearing

    Doesn’t involve specialized equiments.
    Quality of steel reqd 1/3rd of RCC

    More strength & less c/s area

    More
    Deflection Very less More
    Load carrying capacity & Durability More Less
    Shock resistance More Less
    Yield As high as 2100 N/mm2 200 – 300 N/mm2
    Testing Testing of steel & concrete can be done while prestressing. No way of testing the steel & concrete.
    Cost Economical for span of 10m – 18m.

    As length of span gets ↑

    Cost % ↑

    C/s area of beam ↓

    Economical for span < 9m.
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Asked: September 25, 2020In: Miscellaneous

Describe the detailed classification of water application methods.

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Describe the detailed classification of water application methods. State the advantages and disadvantages of each method.

  1. aviratdhodare

    aviratdhodare

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    Added an answer on September 25, 2020 at 4:03 pm
    Describe the detailed classification of water application methods.

    Based on energy/pressure reqd Gravity Irrigation. Border, basin & furrow irrigations Pressurized irrigation. Drip & Sprinkler irrigations Based on placement of irrigation water (on, above or below soil surface) Surface irrigation. Border, basin & furrow irrigations Subsurface irrigationRead more

    • Based on energy/pressure reqd

    Gravity Irrigation. Border, basin & furrow irrigations

    Pressurized irrigation. Drip & Sprinkler irrigations

    • Based on placement of irrigation water (on, above or below soil surface)

    Surface irrigation. Border, basin & furrow irrigations

    Subsurface irrigation

    Overhead irrigation. Sprinkler & hand watering

    • Based on wetted area of crop root zone by irrigation

    Flood irrigation (Border, basin & furrow)

    Drip (or trickle or localized) irrigation

    Sprinkler irrigation

    Surface Irrigation Method: Borders

    • Best adapted to grain and forage crops
    • Good for uniform soils with mild slope
    • Not good for crops sensitive to wet soil conditions
    • Typical efficiencies range from 70 – 85%
    • Major investment is that of land grading or leveling
    • Border strip width, W = 3 – 30m; Length, L = 100 —- 800m
    • Has zero side slope and uniform longitudinal slope of <1%
    • Strips have no cross slope

    Surface Irrigation Method: Basins

    • Field is divided into small units surrounded by levees or dikes
    • Basin size: 1 to 15 ha; up to 100 to 400 m long
    • Most commonly practiced for rice and orchard tree crops
    • Level basin
    1. Water is held until it infiltrates or is drained away
    2. Minimum runoff loss and High application efficiency is possible
    • Graded basin (contour levee irrigation)
    1. Constructed with two levees parallel and two perpendicular to the field contours
    2. Water enters along the upper contour and flows to the lower.

    Advantages

    • Water covers the basin rapidly to ensure good uniformity
    • Best suited for lands/crops where leaching is required to wash out salts from the root zone
    • Involves the least labour of the surface methods
    • Design efficiencies can be on the order of 70-85%

    Limitations

    • Levees interfere with movement of farm equipment
    • Higher amount of water is required compared to sprinkler or drip irrigation
    • Amajor cost in basin irrigation is that of land grading or leveling
    • Impedes surface drainage

    Surface Irrigation Method: Furrow

    • Irrigation is accomplished by running water in small channels (furrow)
    • Constructed with or across the field slope
    • Water infiltrates from the bottom and sides of furrows moving laterally and downward to wet the soil and to move soluble salts, fertilizer and herbicides carried with the water
    • Widely spaced row crops such as potato, maize, vegetables, and trees
    • Loam soil with mild slope, 0.5-2%
    • Labour reqd is generally higher
    • Major initial cost is construction of furrow

    Types

    1. Level
    2. Graded
    3. Contour

    Advantages

    • Efficiency can be high.as 90%
    • Developed at a relatively low cost after necessary land-forming activities are accomplished
    • Erosion is minimal
    • Adaptable to a wide range of land slopes

    Limitation

    • Not suitable for high permeable soil where vertical infiltration is much higher than the lateral entry
    • Higher amount of water is required, compared to sprinkler or drip irrigation
    • Furrows should be closely arranged

    Sprinkler Irrigation

    • Water is delivered through a pressurized pipe network to sprinklers, nozzles, or jets which spray the water into the air, to fall to the soil as an artificial “rain”
    • Light sandy soils are well suited
    • Sprinklers can be used on any topography
    • Sometimes used to germinate seed and establish ground cover for crops like lettuce, alfalfa, and sod
    • Very high efficiency water application
    • High capital investment but has low labor requirements

    Types

    1. Portable or hand move
    2. Solid set & permanent
    3. Travelling gun system
    4. Side roll system
    5. Centre pivot & linear move system

    Advantages

    • Readily automatable
    • Facilitates to chemigation and fertigation
    • Reduced labor requirements needed for irrigation

    Limitations

    • Many crops (citrus, for example) are sensitive to foliar damage when sprinkled with saline waters
    • Initially high installation cost
    • High maintenance cost

    Drip Irrigation

    • Constant steady flow of water is applied directly to the root zone of the plants by means of applicators operated under low pressure
    • Applicators: orifices, emitters, porous tubing, perforated pipe
    • Most efficient irrigation system
    • Most suited to high-density orchards, tree crops, and high-value horticultural crops
    • Not designed for large root systems
    • Suited for situations where the water supply is limited
    • Very effective in applying nutrients (fertilizers)/insecticides through the drip system
    • Burying the drip system reduces water loss even further by preventing runoff across the surface

    Advantages: 

    • Highly efficient system
    • Limited water sources can be used
    • Right amount of water can be applied in the root zone
    • It can be automated and well adapted to chemigation and fertigation
    • Reduces nutrient leaching, labor requirement, and operating cost
    • Nearly uniform distribution of water
    • Lower pressures are required-low energy for pumping

    Limitations:

    • High initial cost
    • Technical skill is required to maintain and operate the system
    • The closer the spacing, the higher the system cost per hectare
    • Damage to drip tape may occur
    • Cannot wet the soil volume quickly (to recover from moisture deficit) as other systems
    • Facilitates shallow root zone
    • Needs clean water

    Other Forms of Irrigation

    Hand watering

    • Nurseries and Fruit trees

    Capillary irrigation

    • Wet the root zone by capillary rise
    • Buried pipes or deep surface canals

    Localized irrigation

    • Water is applied around each or group of plants
    • Wets root zone only

    Subsurface irrigation

    • Water is applied below the ground surface either by raising the water table within or near the root zone or by using a buried perforated or porous pipe system

     

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Asked: September 23, 2020In: Interview Questions

Why cubes are tested at 3, 7 and 28 days for the Compressive Test?

Komal Bhandakkar
Komal Bhandakkar

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Why cubes are tested at 3, 7 and 28 days for the Compressive Test?

  1. nikeetasharma

    nikeetasharma

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    Added an answer on December 18, 2020 at 8:07 pm

    Cubes are tested at 3 , 7 and 28 days for the compressive test to gain more strength.

    Cubes are tested at 3 , 7 and 28 days for the compressive test to gain more strength.

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Asked: September 23, 2020In: Interview Questions

Why only cylinders shape were used to test Split Tensile Strength of Concrete?

Komal Bhandakkar
Komal Bhandakkar

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Why only cylinders shape were used to test Split Tensile Strength of Concrete?

  1. nikeetasharma

    nikeetasharma

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    Added an answer on December 18, 2020 at 7:41 pm

    Tensile test is done on cylinder because only cylinders can be held under pure tension by applying a compressive load. That will only happen if it was under pure tension. If we take any other prismatic shape such as square cross section cylinder, the failure will be via compression but not tension.

    Tensile test is done on cylinder because only cylinders can be held under pure tension by applying a compressive load. That will only happen if it was under pure tension. If we take any other prismatic shape such as square cross section cylinder, the failure will be via compression but not tension.

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Asked: September 23, 2020In: Concrete

How PH value of water influence in construction?

Komal Bhandakkar
Komal Bhandakkar

Komal Bhandakkar

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How PH value of water influence in construction?

  1. aviratdhodare

    aviratdhodare

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    aviratdhodare
    Added an answer on September 29, 2020 at 5:08 pm

    The PH value is very important in construction activities, particularly for reinforced cement concrete as it is a composite material created with embedded steel bars. If the PH value of water is less than 7 which is the neutral value for good drinking water, then the water will be acidic. The cementRead more

    The PH value is very important in construction activities, particularly for reinforced cement concrete as it is a composite material created with embedded steel bars. If the PH value of water is less than 7 which is the neutral value for good drinking water, then the water will be acidic. The cement concrete’s PH value for fresh concrete will be 12 to 13. This indicates that the concrete is alkaline which gives passivity to protect steel bars from getting corroded. If the water having less PH value than 6, it will start neutralizing the PH value of concrete from 12, to 7 and less, the long lasting alkaline passivity of concrete is considerably reduced, triggering the corrosion chmesity for steel and destroy the steel over a period.

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Asked: September 23, 2020In: Concrete

Explain the Curing method of concrete with of addition of Hydrogel?

Komal Bhandakkar
Komal Bhandakkar

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Explain the Curing method of concrete with of addition of Hydrogel?

  1. Komal Bhandakkar

    Komal Bhandakkar

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    Added an answer on September 28, 2020 at 11:25 pm
    Explain the Curing method of concrete with of addition of Hydrogel?

    Curing of concrete with hydrogel: Basically curing is one of the chemical processes in the field of polymer chemistry and is widely used in civil engineering to harden the cementitious material bi crosslinking of various polymer chains. Hydrogel consists of various polymeric compounds which are capaRead more

    Curing of concrete with hydrogel:

    Basically curing is one of the chemical processes in the field of polymer chemistry and is widely used in civil engineering to harden the cementitious material bi crosslinking of various polymer chains.


    Hydrogel consists of various polymeric compounds which are capable of holding water in their three-dimensional network.


    The hydrogel is a wound-healing material. Following precaution should be taken while curing,

    • Apply the curing process as soon as possible because the delay of a few hours may create a substantial difference.
    • In windy conditions, the spray-on curing membranes method is not more effective.
    • In difficult areas like columns, membrane curing is an appropriate option.
    • PFA, GGBS and CSF need better curing of long-span i.e. up to 5days.

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Asked: September 23, 2020In: Concrete

What is the range of density of Carbon Fibre in Conductive Concrete?

Komal Bhandakkar
Komal Bhandakkar

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What is the range of density of Carbon Fibre in Conductive Concrete?

  1. Komal Bhandakkar

    Komal Bhandakkar

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    Added an answer on September 28, 2020 at 11:25 pm
    What is the range of density of Carbon Fibre in Conductive Concrete?

    Conductive carbon fiber reinforced concrete is a self-heating material specially used for prevention against ice formation. Following are the specification of Carbon fibre used in conductive concrete; Density-1.81 g/cm 3 Diameter- 7.2 micron Carbon Content-95% Tensile Strength-3800MPa Elastic ModuluRead more

    Conductive carbon fiber reinforced concrete is a self-heating material specially used for prevention against ice formation.


    Following are the specification of Carbon fibre used in conductive concrete;

    1. Density-1.81 g/cm 3
    2. Diameter- 7.2 micron
    3. Carbon Content-95%
    4. Tensile Strength-3800MPa
    5. Elastic Modulus-242GPa
    6. Resistivity-1.52 x 10^3

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Asked: September 23, 2020In: Concrete

What is the Mechanism Involved in Resin Transparent Concrete?

Komal Bhandakkar
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What is the Mechanism Involved in Resin Transparent Concrete?

  1. Komal Bhandakkar

    Komal Bhandakkar

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    Added an answer on September 28, 2020 at 11:25 pm
    What is the Mechanism Involved in Resin Transparent Concrete?

    Mechanism of resin transparent concrete: Construction Materials: PO43.5R OPC (Dalian Xiaoyetian Cement Co., Ltd.) River Sand(Fineness Modulus=2.9) Grade I fly ash Polycarboxylic acid superplasticizer( powder) The light transmission rate of resin transparent concrete is 80% more than transparent concRead more

    Mechanism of resin transparent concrete:

    Construction Materials:

    • PO43.5R OPC (Dalian Xiaoyetian Cement Co., Ltd.)
    • River Sand(Fineness Modulus=2.9)
    • Grade I fly ash
    • Polycarboxylic acid superplasticizer( powder)

    The light transmission rate of resin transparent concrete is 80% more than transparent concrete using Plastic Optical Fibres.


    The number of resins is inserted within the concrete to transmit light from it’s one face to another.

    The casting process of resin transparent concrete is the same as that of our conventional concrete but we have to produce a special type of molds that has holes of appropriate spacing.


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