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๐Ÿ‘‰แˆตแˆˆแˆฅแˆซ แˆ˜แˆˆแ‹‹แ‹ˆแŒฅ (แŒญแˆ›แˆช แ‹ˆแ‹ญแˆ แ‰…แŠ“แˆฝ - Variation)

๐Ÿทแ‰ แŒแŠ•แ‰ฃแ‰ณ แˆ‚แ‹ฐแ‰ต แ‹จแˆฅแˆซ แˆ˜แˆˆแ‹‹แ‹ˆแŒฅ (Variation) แ‹จแˆšแŠจแˆฐแ‰ต แŠ แŒ‹แŒฃแˆš แˆฒแˆ†แŠ• แ‹ญแˆ… แˆ˜แˆˆแ‹‹แ‹ˆแŒฅ แ‹จแˆฅแˆซ แˆ˜แ‰€แАแˆต แ‹ˆแ‹ญแˆ แ‹จแˆฅแˆซ แˆ˜แŒจแˆ˜แˆญ แˆŠแˆ†แŠ• แ‹ญแ‰ฝแˆ‹แˆแข

แ‹ญแˆ… แ‹จแˆฅแˆซ แˆ˜แˆˆแ‹‹แ‹ˆแŒฅ แ‰ แ‰ฐแ‰†แŒฃแŒฃแˆช แˆ˜แˆแŠ•แ‹ฒแˆฑ (Engineer) แ‰ตแ‹•แ‹›แ‹ แ‹จแˆšแŠจแŠ“แ‹ˆแŠ• แАแ‹แข

๐Ÿ“œแАแŒˆแˆญ แŒแŠ• แ‰ 1988 แŠฅแŠ“ แ‰ 1992 แˆแˆˆแ‰ฐแŠ› แŠฅแŠ“ แˆฆแˆตแ‰ฐแŠ› แŠฅแ‰ตแˆ แ‰ แ‹ˆแŒฃแ‰ แ‰ต FIDIC 1987 แŠ แŠ•แ‰€แŒฝ (clause) 52.3 แˆ˜แˆฐแˆจแ‰ต แ‹จแˆฅแˆซ แˆ˜แˆˆแ‹‹แ‹ˆแŒกแŠ• แ‰ฐแ‰†แŒฃแŒฃแˆช แˆ˜แˆแŠ•แ‹ฒแˆฑ แˆˆแŠ แˆ แˆชแ‹ แŠ แŠซแˆ แˆณแ‹ซแˆณแ‹แ‰… แ‹จแˆ›แŒฝแ‹ฐแ‰… แˆ˜แ‰ฅแ‰ณ แ‹ซแˆˆแ‹  แ‹จแ‹แˆ‰แŠ• แŒ แ‰…แˆ‹แˆ‹ แ‹‹แŒ‹ แŠจ15% แ‰ แˆ‹แ‹ญ แ‹จแˆ›แ‹ญแŒจแˆแˆญ แ‹ˆแ‹ญแˆ แ‹จแˆ›แ‹ญแ‰€แŠ•แˆต แŠฅแˆตแŠจแˆ†แА  แ‹ตแˆจแˆต แ‰ฅแ‰ป แАแ‹แข

โบแ‹จแˆฅแˆซ แˆ˜แˆˆแ‹‹แ‹ˆแŒก แŠจ15% แ‰ แˆ‹แ‹ญ แ‹จแˆšแŒจแˆแˆญ แ‹ˆแ‹ญแˆ แ‹จแˆšแ‰€แŠ•แˆต แŠจแˆ†แА แŒแŠ• แŠจแŠ แˆ แˆชแ‹ แ‰ฃแˆˆแ‰คแ‰ต (Employer) แŒ‹แˆญ แ‰ฐแ‹ˆแ‹ซแ‹ญแ‰ถ แ‰ แŒ‹แˆซ แ‰ƒแˆˆแŒ‰แ‰ฃแŠค แ‹ˆแˆตแАแ‹ แˆ˜แˆ†แŠ• แ‹ญแŒˆแ‰ฃแ‹‹แˆแข

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แ‰ณแˆแˆซแ‰ต  แ•แˆŒแ‰ต แŠฅแŠ“ แŒ„แ‰ฆแˆแ‰ต แŠ แ‰…แˆซแ‰ข

๐Ÿ‘‰แŠจ แŠ แ‰ฃแ‹ญ แŒแ‹ตแ‰ฅ แŠฅแˆตแŠจ แŠฎแˆชแ‹ฐแˆญ แˆแˆ›แ‰ต

แŠจแŒแˆˆแˆฐแ‰ฅ แ‰คแ‰ถแ‰ฝ แŠฅแˆตแŠจ แ‰ฐแ‰‹แˆ›แ‰ต แŠฅแŠ“

แˆ˜แŒ‹แ‹˜แŠ–แ‰ฝ แ‰ แˆแˆ‰แˆ แ‹จแŠขแ‰ตแ‹ฎแŒฝแ‹ซ แŠญแแˆ

แŠ แˆปแˆซแ‰ฝแŠ•แŠ• แŠ แˆณแˆญแˆแŠ“แˆ

๐Ÿ”ฐแˆแŠ• แ‹ญแˆแˆแŒ‹แˆ‰?

โœ‚๏ธแˆ‹แˆœแˆซ แˆ˜แ‰แˆจแŒซ รท แˆ›แŒ แŠแ‹ซ แŠฅแŠ“ แˆ˜แ‰ฅแˆป แˆ›แˆฝแŠ–แ‰ฝ แŠ แˆ‰แŠ•

๐Ÿ”—แŒแˆฎ (แ‰ถแŠ•แ‹ฒแŠ–) แŒฅแˆญแˆต แˆ›แˆตแ‰ แŒ€แ‰ต แ‹ˆแ‹ญแŠ•แˆ แˆ›แˆณแŒ แ แŠซแˆฐแ‰ก แˆˆแˆฑแˆ แˆ›แˆฝแŠ‘ แ‰ แŒƒแ‰ฝแŠ• แАแ‹‰

๐Ÿ“แˆ›แŠ•แŠ›แ‹‰แŠ•แˆ แ‹จแˆžแ‹ฐแŠแŠญ แˆตแˆซแ‹Žแ‰ฝแŠ• แ‹จแˆšแˆฐแˆฉ แ‰ฅแ‰ แ‰ฃแˆˆแˆ™แ‹ซแ‹Žแ‰ฝแˆ แŠ แˆ‰แŠ•

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๐Ÿ‘‰Introduction to Pavements

๐ŸšงPavements are engineered structures designed to provide a smooth and durable surface for vehicular and pedestrian traffic.

โบThey play a crucial role in modern transportation infrastructure, facilitating the movement of people and goods.

๐Ÿ’ซDescription of Pavements

โบPavements are typically composed of multiple layers, each serving a specific function:

* Subgrade: The natural soil foundation upon which the pavement rests. Its strength and stability significantly influence the overall pavement performance.
* Subbase: A layer of granular material placed above the subgrade to improve its load-bearing capacity and drainage.
* Base: A layer of granular or stabilized material that provides additional support and distributes loads to the underlying layers.
* Binder Course: A layer of asphalt concrete that binds the base course to the surface course and helps distribute stresses.
* Surface Course: The top layer of the pavement, providing a smooth and durable riding surface. It can be made of asphalt concrete, concrete, or other materials.

๐ŸŒŸTypes of Pavements

โ–ถ๏ธPavements can be broadly classified into two main types:

* Flexible Pavements: These pavements are made of flexible materials like asphalt concrete and granular layers. They are relatively inexpensive to construct and can be easily repaired. However, they are more susceptible to rutting and fatigue cracking under heavy traffic loads.

* Rigid Pavements: These pavements are made of concrete slabs reinforced with steel bars. They are more durable and resistant to heavy traffic loads than flexible pavements. However, they are more expensive to construct and require more specialized maintenance.

๐Ÿ“œPavement Design Considerations

โบThe design of a pavement involves several factors, including:

* Traffic Loading: The volume and weight of vehicles expected to use the pavement.
* Subgrade Soil Conditions: The strength and stability of the underlying soil.
* Environmental Factors: Climate, temperature, and moisture conditions.
* Construction Methods: The techniques and materials used in construction.
* Maintenance Requirements: The anticipated need for repairs and rehabilitation.

โšก๏ธBy carefully considering these factors, engineers can design pavements that are safe, durable, and cost-effective.

@etconp
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๐Ÿ‘‰แ‰  แˆ˜แŠ•แŒˆแ‹ต แˆตแˆซ แˆ‹แ‹ญ แ‹จ แŠ แˆแˆญ แˆ›แ‰ฐแˆญแ‹ซแˆ แ‹ˆแ‹ญแˆ แ‰คแ‹ แŠฎแˆญแˆต แˆตแŠ•แ‰ต แˆ˜แŠชแŠ“ แŠฅแŠ•แ‹ฐแˆšแˆแŒ… แŠฅแŠ“ แ‰  แˆตแŠ•แ‰ต แˆœแ‰ตแˆญ แ‹ณแˆแ• แŠฅแŠ•แ‹ฐแˆšแ‹ฐแˆจแŒ แŠฅแŠ“แˆณแ‹ซแ‰น

๐ŸšงCalculating Material Quantity
Determine Road Width and Layer Thicknesses

โบMeasure the width of the road.
โบDetermine the required thicknesses for the subgrade and aggregate base course from the design specifications.

โ–ถ๏ธCalculate Volume Of Subgrade:

๐Ÿ’ซVolume (cubic meters) = Length (meters) * Width (meters) * Subgrade Thickness (meters)

โ–ถ๏ธAggregate Basecourse:

๐Ÿ’ซVolume (cubic meters) = Length (meters) * Width (meters) * Basecourse Thickness (meters)

โบConsider Compaction and Wastage:

๐ŸšงCompaction: Most materials compact during placement and rolling. A common allowance is 10-15% for compaction.

โ‡๏ธWastage: Account for material loss during handling, transportation, and spreading.

๐ŸŽฒA typical allowance is 5-10%

๐ŸŒŸCalculate Total Material Quantity:

โบMultiply the calculated volume by the compaction factor and wastage factor.

๐Ÿ“Example:

โบRoad length: 100 meters
โบRoad width: 7 meters
โบSubgrade thickness: 0.3 meters
โบBase course thickness: 0.2 meters
โบCompaction factor: 1.15
โบWastage factor: 1.05

โนSubgrade:

๐ŸชงVolume = 100 m * 7 m * 0.3 m = 210 cubic meters
๐ŸทTotal material = 210 mยณ * 1.15 * 1.05 = 255.15 cubic meters

โนBasecourse:

๐ŸชงVolume = 100 m * 7 m * 0.2 m = 140 cubic meters
๐ŸทTotal material = 140 mยณ * 1.15 * 1.05 = 169.05 cubic meters

๐ŸŒŸCalculating Number of Dumps and Distance Between Dumps

โบDetermine Dump Truck Capacity:

โนFind the capacity of the dump trucks that will be used for transportation.

โบCalculate Number of Dumps:
Divide the total material quantity for each layer by the dump truck capacity.

โบDetermine Dumping Strategy:
Consider factors like:
Traffic flow
Access to the site
Equipment availability
Material type and handling

โบCalculate Distance Between Dumps:
Divide the road length by the number of dumps.
This provides an initial estimate.
Adjust the distance based on the dumping strategy and site constraints.

๐Ÿ’ซExample:
Dump truck capacity: 16 cubic meters

โบSubgrade:

Number of dumps = 255.15 mยณ / 16 mยณ = 15.9 โ‰ˆ 16 dumps
Distance between dumps (initial) = 100 m / 16 = 6.25 meters

โบBasecourse:

Number of dumps = 169.05 mยณ / 16 mยณ = 10.56 โ‰ˆ 11 dumps
Distance between dumps (initial) = 100 m / 11 = 9 meters

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๐Ÿ‘‰General Shear Failure:

๐ŸทThis type of failure is seen in dense and stiff soil.

โบContinuous, well defined and distinct failure surface develops between the edge of footing and ground surface.

โบDense or stiff soil that undergoes low compressibility experiences this failure.

โ—† Local Shear Failure:

This type of failure is seen in relatively loose and soft soil.

A significant compression of soil below the footing and partial development of plastic equilibrium is observed.

Failure is not sudden and there is no tilting of footing.

Local shear failure is accompanied by large strain (> 10 to 20%) in a soil with considerably low  (<28ยฐ) and low N (N < 5) having low relative density (ID> 20%).

โ—† Punching Shear Failure:

This type of failure is seen in loose and soft soil and at deeper elevations.

This type of failure occurs in a soil of very high compressibility.

Failure pattern is not observed.

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๐Ÿ‘‰แ‰ แŠซแ‹›แŠ•แ‰บแˆต 13 แˆบแˆ… 752 แˆ˜แŠ–แˆชแ‹ซ แ‰คแ‰ถแ‰ฝ แˆŠแŒˆแАแ‰ก แАแ‹ แ‰ฐแ‰ฃแˆˆ!

แ‰ แŠซแ‹›แŠ•แ‰บแˆต แ‰ 18 แ‹ˆแˆซแ‰ต แ‰ฐแŒˆแŠ•แ‰ฅแ‰ฐแ‹ แ‹จแˆšแŒ แŠ“แ‰€แ‰ 13 แˆบแˆ… 752 แ‹จแˆ˜แŠ–แˆชแ‹ซ แ‰คแ‰ถแ‰ฝ แ‰ แˆ˜แŠ•แŒแˆตแ‰ตแŠ“ แ‰ แŒแˆ แŠ แŒ‹แˆญแАแ‰ต แˆŠแŒˆแАแ‰ก แАแ‹แข

แˆ˜แŠ–แˆชแ‹ซ แ‰คแ‰ถแ‰น แŠจแŠ แ‹ซแ‰ต แŠ แŠญแˆฒแ‹ฎแŠ• แˆ›แˆ…แ‰ แˆญ แŒ‹แˆญ แ‰ แ‰ตแ‰ฅแ‰ฅแˆญ แ‹จแˆšแŒˆแАแ‰ฃ "แ‹จแŠซแˆณแŠ•แ‰บแˆต แŠ แ‹ซแ‰ต แˆ˜แŠ–แˆชแ‹ซ แˆ˜แŠ•แ‹ฐแˆญ" แˆ˜แˆ†แŠ‘ แ‰ฐแŒˆแˆแŒฟแˆแข

แ‹จแŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แŠจแ‰ฐแˆ› แŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆญ แ‰ แˆ˜แŠ•แŒแˆตแ‰ตแŠ“ แ‰ แŒแˆ แŠ แŒ‹แˆญแАแ‰ต แ‹จแˆšแˆตแˆซ แˆ˜แŠ–แˆชแ‹ซ แ‰คแ‰ถแ‰ฝ แ‹จแˆ›แˆตแŒ€แˆ˜แˆชแ‹ซ แˆ˜แˆญแˆƒ แŒแ‰ฅแˆญ แŠ แŠซแˆ„แ‹ทแˆแข

แŠจแŠ•แ‰ฒแ‰ฃ แŠ แ‹ณแАแ‰ฝ แŠ แ‰คแ‰ค แŠฅแŠ•แ‹ฐแŒˆแˆˆแแ‰ตแค แˆ˜แŠ–แˆชแ‹ซ แ‰คแ‰ต แŠ แŠ•แŒˆแ‰ฅแŒ‹แ‰ข แŒ‰แ‹ณแ‹ญ แАแ‹แขแ‹ญแˆ…แŠ•แŠ• แˆˆแˆ˜แˆ˜แˆˆแˆต แ‹จแˆ…แŒ แˆ›แˆปแˆปแ‹ซ แ‰ฐแ‹ฐแˆญแŒ“แˆแขแ‰ แ‹šแˆ…แˆ แ‰คแ‰ถแ‰ฝแŠ• แˆˆแˆ˜แŒˆแŠ•แ‰ฃแ‰ต แ‰ แŠ แˆซแ‰ต แŠ แˆ›แˆซแŒฎแ‰ฝ แ‰ แˆ˜แŠ•แŒแˆตแ‰ตแฃ แ‰ แˆ˜แŠ•แŒแˆตแ‰ตแŠ“ แ‰ แŒแˆแฃ แ‰ แˆ›แˆ…แ‰ แˆญแŠ“ แ‰ แˆชแˆ แˆตแ‰ดแ‰ต แ‰ แˆญแŠซแ‰ณ แ‰คแ‰ถแ‰ฝ แŠฅแŠ•แ‹ฒแŒˆแАแ‰ก แˆ›แ‹ตแˆจแŒ แАแ‹ แ‰ฅแˆˆแ‹‹แˆแข

แ‰ แŠฅแАแ‹šแˆ… แŠ แˆ›แˆซแŒฎแ‰ฝ แŠฅแˆตแŠจ แŠ แˆแŠ• 270 แˆบแˆ… แ‰คแ‰พแ‰ฝ แˆ˜แŒˆแŠ•แ‰ฃแ‰ณแ‰ธแ‹แŠ• แ‹จแŒ แ‰†แˆ™แ‰ต แŠจแŠ•แ‰ฒแ‰ฃ แŠ แ‹ณแАแ‰ฝแค แ‹จแ‰คแ‰ต แŠ แ‰…แˆญแ‰ฆแ‰ต แ‰ แˆ›แˆตแ‹แ‰ต แŠ แ‰ฅแ‹›แŠ›แ‹แŠ• แˆ…แ‹แ‰ฅ แ‰ฐแŒ แ‰ƒแˆš แˆˆแˆ›แ‹ตแˆจแŒ แŠฅแ‹จแ‰ฐแˆฐแˆซ แŠฅแŠ•แ‹ฐแˆ†แА แ‰ฐแŠ“แŒแˆจแ‹‹แˆแข

แ‹จแŠ แ‹ซแ‰ต แŠ แŠญแˆฒแ‹ฎแŠ• แˆ›แˆ…แ‰ แˆญ แ‹จแ‰ฆแˆญแ‹ต แˆแŠญแ‰ตแˆ แˆฐแ‰ฅแˆณแ‰ข แŠ แ‰ถ แ‹แ‰ขแ‹ญ แˆ›แˆžแค "แ‹จแŠซแˆณแŠ•แ‰บแˆต แŠ แ‹ซแ‰ต แˆ˜แŠ–แˆชแ‹ซ แˆ˜แŠ•แ‹ฐแˆญ" 13 แˆบแˆ… 752 แ‹จแˆ˜แŠ–แˆชแ‹ซ แ‰คแ‰ถแ‰ฝ แ‰ แ‹แˆตแŒก แŠฅแŠ•แ‹ณแˆ‰แ‰ต แŒˆแˆแ€แ‹‹แˆแขแˆ˜แŠ–แˆจแ‹ซ แ‰คแ‰ถแ‰ฝแฃ แŠ•แŒแ‹ต แˆ›แ‹•แŠจแˆ‹แ‰ตแฃ แ‹จแˆ…แ‹แ‰ฅ แˆ˜แˆฐแ‰ฅแˆฐแ‰ขแ‹ซ แ•แˆ‹แ‹›แ‹Žแ‰ฝแฃ แ‹จแˆแŒ†แ‰ฝ แˆ˜แŒซแ‹ˆแ‰ปแŠ“ แ‹จแˆตแ–แˆญแ‰ต แˆ›แ‹˜แ‹แ‰ฐแˆญแ‹ซแ‹Žแ‰ฝแŠ•แฃ แˆ˜แ‹‹แˆˆ แˆ…แŒปแŠ“แ‰ถแ‰ฝแฃ แŠ แŠ•แ‹ฐแŠ› แ‹ฐแˆจแŒƒ แ‰ตแˆแˆ…แˆญแ‰ต แ‰คแ‰ตแฃ แ‹จแŒคแŠ“ แ‰ฐแ‰‹แˆ›แ‰ตแฃ แ‹จแˆ…แ‹แ‰ฅ แˆ˜แŒธแ‹ณแŒƒ แ‰คแ‰ถแ‰ฝแŠ•แฃ แ‹จแˆ˜แŠชแŠ“ แ‰ปแˆญแŒ‚แŠ•แŒ แŠฅแˆตแ‰ดแˆฝแŠ–แ‰ฝแฃ แ‹จแˆ˜แŠชแŠ“ แŠฅแŠ“ แ‹จแ‰ฅแˆตแŠญแˆŒแ‰ต แ“แˆญแŠชแŠ•แŒแŠ• แŠ แŠซแ‰ถ แ‰ แŠจแแ‰ฐแŠ› แŒฅแˆซแ‰ตแŠ“ แแŒฅแАแ‰ต แ‹จแˆšแŒˆแАแ‰ฃ แ‹ญแˆ†แŠ“แˆ แ‰ฅแˆˆแ‹‹แˆแข

Via EPA

@etconp
๐Ÿ‘19
Which one of the following different types of submerged soils susceptible to liquefaction under earthquake shocks
Anonymous Quiz
32%
Losse silt
29%
Soft clay
27%
Dense sand
13%
Fissured clay
๐Ÿ‘11๐ŸŽ‰1
A levelling staff is used to establish:
a) Horizontal line of sight
b) Vertical line of sight c) Location of points d) Distance of points
Anonymous Quiz
37%
A
47%
B
9%
C
7%
D
๐Ÿ‘17
๐Ÿ‘‰แŒแŠ•แ‰ฃแ‰ณแ‹Žแ‰ฝ แ‰ แ‰ฐแ‹ซแ‹˜แˆ‹แ‰ธแ‹ แŒŠแ‹œ แŠฅแŠ“ แ‰ แŒ€แ‰ต แ‰ แŒฅแˆซแ‰ต แŠฅแŠ•แ‹ฒแŒ แŠ“แ‰€แ‰ แ‰ฐแŒˆแ‰ข แŠญแ‰ตแ‰ตแˆ แˆ˜แ‹ฐแˆจแŒ แŠฅแŠ•แ‹ณแˆˆแ‰ แ‰ต แ‰‹แˆš แŠฎแˆšแ‰ดแ‹ แŠ แˆณแˆตแ‰งแˆ

แ‹จแˆ•แ‹แ‰ฅ แ‰ฐแ‹ˆแŠซแ‹ฎแ‰ฝ แˆแŠญแˆญ แ‰คแ‰ต แ‹จแŠจแ‰ฐแˆ› แˆ˜แˆฐแˆจแ‰ฐ แˆแˆ›แ‰ต แŠฅแŠ“ แ‰ตแˆซแŠ•แˆตแ–แˆญแ‰ต แŒ‰แ‹ณแ‹ฎแ‰ฝ แ‰‹แˆš แŠฎแˆšแ‰ด แ‹จแŠจแ‰ฐแˆ›แŠ“ แˆ˜แˆฐแˆจแ‰ฐ แˆแˆ›แ‰ต แˆšแŠ’แˆตแ‰ดแˆญ แŒแŠ•แ‰ฃแ‰ณแ‹Žแ‰ฝ แ‰ แ‰ฐแ‹ซแ‹˜แˆ‹แ‰ธแ‹ แŒŠแ‹œ แŠฅแŠ“ แ‰ แŒ€แ‰ต แ‰ แŒฅแˆซแ‰ต แŠฅแŠ•แ‹ฒแŒ แŠ“แ‰€แ‰ แ‰ฐแŒˆแ‰ข แŠญแ‰ตแ‰ตแˆ แˆ›แ‹ตแˆจแŒ แŠฅแŠ•แ‹ณแˆˆแ‰ แ‰ต แŠ แˆณแˆตแ‰งแˆแข

แ‰‹แˆš แŠฎแˆšแ‰ดแ‹ แ‹จแˆšแŠ•แˆตแ‰ดแˆญ แˆ˜แˆตแˆชแ‹ซ แ‰คแ‰ฑแŠ• แ‹จ2017 แ‹“.แˆ แ‹จแŒแˆ›แˆฝ แ‹“แˆ˜แ‰ต แ‹•แ‰…แ‹ต แŠ แˆแƒแ€แˆ แˆชแ–แˆญแ‰ต แŒˆแˆแŒแˆŸแˆแข

แ‹จแ‰‹แˆš แŠฎแˆšแ‰ดแ‹ แˆแŠญแ‰ตแˆ แˆฐแ‰ฅแˆณแ‰ข แ‹จแ‰ฐแŠจแ‰ แˆฉ แ‹ถ/แˆญ แŠฅแˆธแ‰ฑ แ‰ฐแˆ˜แˆตแŒˆแŠ•แฃ แˆšแŠ’แˆตแ‰ดแˆญ แˆ˜แˆตแˆชแ‹ซ แ‰คแ‰ฑ แŒแŠ•แ‰ฃแ‰ณแ‹Žแ‰ฝ แ‰ แ‰ฐแ‹ซแ‹˜แˆ‹แ‰ธแ‹ แŒŠแ‹œ แŠฅแŠ“ แ‰ แŒ€แ‰ต แ‰ แŒฅแˆซแ‰ต แŠฅแŠ•แ‹ฒแŒ แŠ“แ‰€แ‰ แ‹จแŒ€แˆ˜แˆซแ‰ธแ‹แŠ• แ‰ฐแŒแ‰ฃแˆซแ‰ต แŠ แŒ แŠ“แŠญแˆฎ แˆ˜แ‰€แŒ แˆ แŠฅแŠ•แ‹ณแˆˆแ‰ แ‰ต แŠ แˆณแˆตแ‰ แ‹‹แˆแข

แ‰ แ‹˜แˆญแ‹ แŒฅแˆซแ‰ตแŠ• แˆˆแˆ›แˆตแŒ แ‰ แ‰… แ‰แŒฅแŒฅแˆญ  แˆ›แ‹ตแˆจแŒแŠ“ แ‹จแˆ…แŠ•แŒป แ‹ฐแˆจแŒƒแ‹Žแ‰ฝแŠ“ แŠฎแ‹ถแ‰ฝแŠ• แ‹จแˆšแˆ˜แˆˆแŠจแ‰ฑ แˆ˜แˆจแŒƒแ‹Žแ‰ฝแŠ• แ‰ แ‹˜แˆ˜แŠ“แ‹Š แ‰ดแŠญแŠ–แˆŽแŒ‚ แˆ›แ‹ฐแˆซแŒ€แ‰ต แŠ แˆตแˆแˆ‹แŒŠ แˆ˜แˆ†แŠ‘แŠ• แŒˆแˆแŒธแ‹‹แˆ แข

แ‹จแŠ แˆจแŠ•แŒ“แ‹ด แˆแˆ›แ‰ต แˆตแˆซแ‹Žแ‰ฝแˆ แŠจแˆŒแˆŽแ‰ฝ แŠ แŒˆแˆฎแ‰ฝ แŒ‹แˆญ แˆˆแˆ˜แ‹ˆแ‹ณแ‹ฐแˆญ แ‰ แˆšแ‹ซแˆตแ‰ฝแˆ แˆ˜แˆแŠฉ แ‹ฐแˆจแŒƒ แˆŠแŠ–แˆซแ‰ธแ‹ แŠฅแŠ“ แ‰ฐแŒ แŠ“แŠญแˆจแ‹ แˆŠแ‰€แŒฅแˆ‰ แ‹ญแŒˆแ‰ฃแˆ แ‰ฅแˆˆแ‹‹แˆ แข

แ‰ แ‰ฐแŒจแˆ›แˆชแˆ แ‹จแŠฎแˆชแ‹ฐแˆญ แˆแˆ›แ‰ต แˆตแˆซแ‹ แŒฅแˆฉ แˆ˜แˆ†แŠ‘แŠ• แŒ แ‰แˆ˜แ‹ แ‹จแˆ˜แŠชแŠ“ แˆ›แ‰†แˆšแ‹ซแฃ แ‹จแˆ˜แŒซแŠ›แŠ“ แˆ›แ‹แˆจแŒƒ แ‰ฆแ‰ณแ‹Žแ‰ฝแŠ• แŠจแˆšแˆ˜แˆˆแŠจแ‰ณแ‰ธแ‹ แŠ แŠซแˆ‹แ‰ต แŒ‹แˆญ แ‰ แˆ˜แ‰€แŠ“แŒ€แ‰ต แˆ˜แˆตแˆซแ‰ต แ‹ซแˆตแˆแˆแŒ‹แˆ แ‰ฅแˆˆแ‹‹แˆ แข

แ‰ แ‹˜แˆญแ‰ แ‹ฒแŒ‚แ‰ณแˆ‹แ‹ญแ‹œแˆฝแŠ• แˆ›แŒ แŠ“แŠจแˆญแฃแŒฅแˆฉ แ‰ฐแˆžแŠญแˆฎแ‹Žแ‰ฝแŠ• แˆ›แˆตแ‹แ‰ต แŠฅแŠ“ แ‹จแ‰ฐแŒˆแˆแŒ‹แ‹ญ แŠฅแˆญแŠซแ‰ณแŠ• แˆ›แˆณแ‹ฐแŒ แŠฅแŠ•แ‹ฐแˆšแŒˆแ‰ฃ แŒˆแˆแŒธแ‹‹แˆ แข

แ‹จแŠจแ‰ฐแˆ›แŠ“ แˆ˜แˆฐแˆจแ‰ฐ แˆแˆ›แ‰ต แˆšแŠ’แˆตแ‰ดแˆญ แˆšแŠ’แˆตแ‰ตแˆญ แŠญแ‰ฅแˆญแ‰ต แ‹ˆ/แˆฎ แŒซแˆแ‰ฑ แˆณแŠ’ แ•แˆฎแŒ€แŠญแ‰ถแ‰ฝ แ‰ แ‰ฐแ‰€แˆ˜แŒ แˆ‹แ‰ธแ‹ แŒŠแ‹œ แฃ แ‰ แŒ€แ‰ตแŠ“ แ‰ แŒฅแˆซแ‰ต แŠฅแŠ•แ‹ฒแŒ แŠ“แ‰€แ‰ แ‰ตแŠฉแˆจแ‰ต แˆฐแŒฅแ‰ฐแ‹ แŠฅแŠ•แ‹ฐแˆšแˆฐแˆฉ แ‰ฐแŠ“แŒแˆจแ‹‹แˆแข

แ‹จแŠฎแˆชแ‹ฐแˆญแŠ“ แ‹จแŠ แˆจแŠ•แŒ“แ‹ด แˆแˆ›แ‰ต แˆตแˆซแ‹Žแ‰ฝ แˆˆแŠจแ‰ฐแˆžแ‰ฝแŠ“ แˆˆแАแ‹‹แˆชแ‹Žแ‰ฝ แ‹˜แˆญแˆ แ‰ฅแ‹™ แŒฅแ‰…แˆ แŠฅแŠ•แ‹ณแˆ‹แ‰ธแ‹ แŒˆแˆแ€แ‹‹แˆ แข

แŠญแ‰ฅแˆญแ‰ต แˆšแŠ•แˆตแ‰ตแˆฏ  แˆชแ–แˆญแ‰ฑแŠ• แ‰ฃแ‰€แˆจแ‰กแ‰ แ‰ต แ‹ˆแ‰…แ‰ต แ‹จแˆ˜แŠ•แŒˆแ‹ต แˆ˜แˆฐแˆจแ‰ฐ แˆแˆ›แ‰ต แˆตแˆซแ‹Žแ‰ฝแŠ• แ‰ แˆšแˆ˜แˆˆแŠจแ‰ต แ‰ แŒแˆ›แˆฝ แ‹“แˆ˜แ‰ฑ แŠ แŒ แ‰ƒแˆ‹แ‹ญ แˆฝแ‹แŠ• 175แˆบ 879 แŠช.แˆœ แˆ˜แˆ†แŠ‘แŠ• แŒˆแˆแŒธแ‹‹แˆ แข

แ‹จแ•แˆ‹แŠ• แ‹แŒแŒ…แ‰ต แˆตแˆซ แ‰ แˆšแˆ˜แˆˆแŠจแ‰ต แŠจแ‹šแˆ… แ‰ แŠแ‰ต แ•แˆ‹แŠ• แ‹ซแˆแАแ‰ แˆซแ‰ธแ‹ 16 แŠ แАแˆตแ‰ฐแŠ› แŠจแ‰ฐแˆžแ‰ฝแŠ• แ•แˆ‹แŠ• แŠฅแŠ•แ‹ฒแŠ–แˆซแ‰ธแ‹ แˆ˜แ‹ฐแˆจแŒ‰แŠ• แŒˆแˆแŒธแ‹‹แˆ แข

แ‹จแŠจแ‰ฐแˆ› แˆ˜แˆฌแ‰ตแŠ“ แŠซแ‹ณแˆตแ‰ฐแˆญ แˆตแˆซแ‹Žแ‰ฝ แŒ‹แˆญ แ‰ แ‰ฐแ‹ซแ‹ซแ‹˜ แ‰ แŠญแˆแˆแŠ“ แŠจแ‰ฐแˆ› แŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆฎแ‰ฝ แˆˆแ‰ฐแˆˆแ‹ซแ‹ฉ แŠ แŒˆแˆแŒแˆŽแ‰ถแ‰ฝ แ‹จแˆšแ‹แˆ 7แˆบ แˆ„แŠญแ‰ณแˆญ แˆ˜แˆฌแ‰ต แˆˆแˆ›แ‰…แˆจแ‰ฅ แ‰ณแ‰…แ‹ถ แ‰ แˆแ‹ฐแ‰ฃแŠ“ แ‰ แŒซแˆจแ‰ณ แŠจ11แˆบ แˆ„แŠญแ‰ณแˆญ แ‰ แˆ‹แ‹ญ แˆ˜แˆฌแ‰ต แˆ›แ‰…แˆจแ‰ฅ แˆ˜แ‰ปแˆ‰แŠ• แŒˆแˆแŒธแ‹‹แˆแข

แ‹ซแˆˆแˆแ‰ƒแ‹ต แ‹จแ‰ฐแ‹ซแ‹™ แ‰ฆแ‰ณแ‹Žแ‰ฝแŠ• แ‰ แˆšแˆ˜แˆˆแŠจแ‰ต แ‹ˆแ‹ฐ 85แˆบ 256 แ‹ญแ‹žแ‰ณแ‹Žแ‰ฝ แˆตแˆญแŠ แ‰ต
แŠฅแŠ•แ‹ฒแ‹ญแ‹™ แˆ˜แ‹ฐแˆจแŒ‰แŠ• แŒˆแˆแŒธแ‹‹แˆ แข

แ‹จแ‰คแ‰ถแ‰ฝ แˆแˆ›แ‰ตแŠ• แ‰ แˆšแˆ˜แˆˆแŠจแ‰ต แ‰ แŒแˆ›แˆฝ แ‹“แˆ˜แ‰ฑ 8แˆบ แ‰คแ‰ถแ‰ฝ แˆˆแˆ˜แŒˆแŠ•แ‰ฃแ‰ต แ‰ณแ‰…แ‹ถ แ‹ˆแ‹ฐ 20แˆบ 754 แ‰คแ‰ถแ‰ฝ แˆ˜แŒˆแŠ•แ‰ฃแ‰ณแ‰ธแ‹แŠ• แŒˆแˆแŒธแ‹‹แˆแข

แ‰ แ‹˜แˆญแ‰ แŠจ110แˆบ แ‰ แˆ‹แ‹ญ แ‰‹แˆš แŠฅแŠ“ แŒŠแ‹œแ‹ซแ‹Š แ‹จแˆฅแˆซ แŠฅแ‹ตแˆ แˆ˜แˆแŒ แˆฉแŠ• แŠฅแŠ“ แˆŒแˆŽแ‰ฝ แ‰ แŒแˆ›แˆฝ แ‹“แˆ˜แ‰ฑ แ‹จแ‰ฐแŠจแŠ“แ‹ˆแŠ‘ แ‰ฐแŒแ‰ฃแˆซแ‰ต แ‰ แ‹แˆญแ‹แˆญ แŠ แ‰…แˆญแ‰ แ‹‹แˆแข

Via แ–แˆญแˆ‹แˆ›

@etconp
๐Ÿ‘10โค1
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๐Ÿ‘3โค1๐Ÿฅฐ1
๐Ÿ‘‰Foundations

โญ๏ธ1. Shallow Foundations

- Used for small buildings, houses, and other light structures

- Depth is typically less than 1 meter

๐ŸšงTypes

    - Isolated spread footings
    - Combined footings
    - Mat foundations

โญ๏ธ2. Deep Foundations

- Used for large buildings, bridges, and other heavy structures

- Depth is typically greater than 1 meter

๐ŸšงTypes:

    - Piles
    - Caissons
    - Shafts

โญ๏ธ3. Special Foundations

- Used for unique or challenging site conditions

๐ŸšงTypes:

    - Raft foundations
    - Pile raft foundations
    - Caisson foundations

โญ๏ธ4. Pile Foundations

- Used for sites with poor soil conditions or high loads

๐ŸšงTypes:

    - End-bearing piles
    - Friction piles
    - Composite piles

โญ๏ธ5. Spread Footing Foundations

- Used for sites with good soil conditions

๐ŸšงTypes:

    - Isolated spread footings
    - Combined spread footings
    - Mat spread footings

@etconp
๐Ÿ‘16๐Ÿ‘2
๐Ÿ‘‰Shrinkage of concrete

"Increases Bond Strength"


๐Ÿ’ซ1โƒฃ Plastic shrinkage :-

๐Ÿ”ธ Due to loss of water by evaporation from surface of concrete.
๐Ÿ”น The volume change is high for concrete having high water content.

๐Ÿ’ซ2โƒฃ Drying Shrinkage :-

๐Ÿ”ธ Due to loss of water in the gel pores.
๐Ÿ”น Higher cement content leads to higher drying shrinkage.

๐Ÿ’ซ3โƒฃ Thermal Shrinkage :-

๐Ÿ”นThe seasonal & daily variation of temperature causes concrete to shrink & expand.

๐Ÿ’ซ4โƒฃ Carbonation Shrinkage :-

๐Ÿ”ธ Due to CO2 present in atmosphere, react in presence of Ca(OH)2 and forms CaCo3.
๐Ÿ”นThe new product CaCo3 is less in volume hence shrinkage takes place.

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@etconp
๐Ÿ‘15โค3
แ‰ณแˆแˆซแ‰ต  แ•แˆŒแ‰ต แŠฅแŠ“ แŒ„แ‰ฆแˆแ‰ต แŠ แ‰…แˆซแ‰ข

๐Ÿ“Œแ•แˆŒแ‰ตแŠ“ แŒ„แ‰ฆแˆแ‰ต แ‰ แˆแˆˆแŒ‰แ‰ต แŠ แ‹ญแАแ‰ต แ‹จแ‰ฐแ‹˜แŒ‹แŒ€ แŠ แˆˆแŠ•

โœ‚๏ธแˆ‹แˆœแˆซ แˆ˜แ‰แˆจแŒซ แˆ˜แ‰ฅแˆปแŠ“  แˆ›แŒ แŠแ‹ซ แˆ›แˆฝแŠ–แ‰ฝ แŠ แˆ‰แŠ•

๐Ÿ”—แŒแˆฎ (แ‰ถแŠ•แ‹ฒแŠ–) แŒฅแˆญแˆต แŠฅแŠ“แ‰ แŒƒแˆˆแŠ• แŠฅแŠ•แ‹ฒแˆแˆ แŠฅแŠ“แŒฅแ‹แˆˆแŠ•

๐Ÿ“แˆ›แŠ•แŠ›แ‹‰แŠ•แˆ แ‹จแˆžแ‹ฐแŠแŠญ แˆตแˆซแ‹Žแ‰ฝแŠ• แŠฅแŠ•แˆฐแˆซแˆˆแŠ•

๐Ÿ“แŠขแ‰ตแ‹ฎแŒตแ‹ซ แ‹‰แˆตแŒฅ แ‹จแ‰ตแˆ แŠฅแŠ•แˆแŠญแˆŽแ‰ณแˆˆแŠ•

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๐Ÿ‘3
๐Ÿ‘‰Design of Highway Bridge

1. A highway bridge is a large structure that spans obstacles like roads, rivers, or valleys, enabling safe vehicle and pedestrian movement.

2. These bridges are vital for transportation networks, facilitating the flow of goods and people.

3. Highway bridges are engineered to handle heavy loads and withstand environmental conditions like wind, weather, and seismic activity.

4. Different bridge types include beam, arch, suspension, and cable-stayed designs.

5. Common materials used for construction include steel, concrete, and composites.

6. Regular maintenance and inspection are essential for ensuring safety and prolonging the bridgeโ€™s lifespan.

๐Ÿ’ซแˆˆแ‹ˆแ‹ณแŒ…แ‹Ž แˆผแˆญ แ‹ซแˆญแŒ‰แ‰ต๐Ÿ™

๐ŸŽฒแˆˆแˆ›แŠ•แŠ›แ‹แˆ แŠ แˆตแ‰ฐแ‹ซแ‹จแ‰ตแ‹Ž  แŠฅแŠ“ แˆ€แˆณแ‰ฅแ‹Ž แ‹ญแŒปแ‰แˆแŠ•!

๐Ÿ“œแˆˆ แˆตแˆซ แŠฅแŠ“ แŒจแˆจแ‰ณแ‹Žแ‰ฝ แˆแŠ•แˆˆแ‰…แ‰ แ‰ต แ‰ปแŠ“แˆ แˆˆแˆ˜แ‰€แˆ‹แ‰€แˆ๐Ÿ‘‰ @ETCONpWORK

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๐Ÿ’ซแ‰ฒแŠญแ‰ถแŠญ:๐Ÿ‘‡

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@etconp
๐Ÿ‘10โค2
๐Ÿ‘‰A guide for optimal door placement to avoid design and functional issues.

๐Ÿ’ซHere's a summary:

๐ŸšงAngle of Door Swing:

โบIncorrect: Doors swinging beyond 90ยฐ can cause obstruction or damage.

โบCorrect: Maintain a 90ยฐ angle to optimize space and prevent issues.

๐ŸšงProximity to Walls:

โบIncorrect: Doors placed too close to walls can hit and cause damage.

โบCorrect: Leave at least 8 cm clearance between the door and the adjacent wall.

๐ŸšงObstructed Swing:

โบIncorrect: Doors hitting structural elements like beams or low ceilings.

โบCorrect: Ensure a clear and unobstructed door swing path.

@etconp
๐Ÿ‘17โค1
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โค4๐Ÿ‘2
๐Ÿ‘‰What Is Soil Compaction

๐ŸทSoil compaction is the process of mechanically increasing the soilโ€™s density by reducing the air void space between its particles.

โบThis densification leads to several desirable outcomes, including higher bearing capacity, reduced permeability, and improved stability.

๐ŸšงThe basic laboratory test used to determine the maximum dry density of compacted soils is the Proctor test.

โบIn construction, the maximum dry density and its corresponding optimum moisture content are obtained from the proctor test.

โบThis is used as a guide in the field to check the effectiveness of the compaction achieved.

โญ๏ธSeveral approaches exist for evaluating soil compaction in the field and laboratory.

๐Ÿ“œHere are a few prominent methods:

โ‡๏ธStandard Proctor Compaction Test:

โ–ถ๏ธThis classic test involves compacting soil samples in a cylindrical mould at varying moisture contents and measuring the resulting dry density.

โ–ถ๏ธThe relationship between moisture content and dry density is plotted to determine the optimum moisture content (OMC) for achieving maximum density at a specified compaction effort.

โ‡๏ธModified Proctor Compaction Test:

โ–ถ๏ธThis method employs higher compaction energy compared to the standard test, simulating the harsher conditions encountered in certain construction projects.

โ–ถ๏ธThe OMC and maximum dry density for the modified test are typically higher than those obtained for the standard test.


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@etconp
๐Ÿ‘13โค5๐ŸŽ‰1