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๐Ÿ”จ World Construction Engineering
Latest updates, tips, and tutorials on building, civil engineering, and construction in World.
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๐Ÿ“จ @Philemona7 Or @ETCONpBOT

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๐Ÿ‘‰BASIC PRODUCTIVITY FORMULA

๐ŸšงThe basic formula for calculating productivity is:
Productivity Rate= Output/Input
Output: The quantity of goods or services produced.

Input: The resources used to produce the output (e.g., labor hours, costs, materials).

๐Ÿ’ซSteps to Calculate Productivity Rates

โญ๏ธ1. Define Output and Input
Output: This can be the number of units produced, services rendered, sales volume, etc.
Input: This could be the number of labor hours, cost of resources, total expenses, etc.

โญ๏ธ2. Choose a Time Frame
Decide whether you want to measure productivity on a daily, weekly, monthly, or yearly basis.

โญ๏ธ3. Collect Data :-Gather data for the output and input for the selected time frame.

โญ๏ธ4. Apply the Formula
Use the formula mentioned above to calculate the productivity rate.

๐ŸทExample Calculations

โ–ถ๏ธExample 1: Manufacturing Productivity Output: 500 widgets Input: 250 labor hours
Productivity Rate= 500 widgets/250 labor hours = 2 widgets per hour

โบExample 2: Sales Team Productivity

Output: $200,000 in sales
Input: 400 labor hours
Productivity Rate= $200,000/400 labor hours = $500 per hour

โบExample 3: Software Development Team
Output: 1000 lines of code
Input: 40 labor hours
Productivity Rate= 1000 lines/40 hours = 25 lines per hour

๐Ÿ“œTypes of Productivity Measurements

๐Ÿ”ฐProductivity can be measured in different ways depending on the industry and focus:

๐ŸŽฒ1. Labor Productivity
Measures the amount of goods or services produced per labor hour.
โนLabor Productivity = Total Output/Total Labor Hours

๐ŸŽฒ2. Capital Productivity
Measures output against capital invested.
Capital Productivity = Total Output//Total Capital Used

๐ŸŽฒ3. Total Factor Productivity (TFP)
Considers multiple inputs, such as labor, capital, and materials, to evaluate overall efficiency.
TFP = Total Output/Weighted Sum of Inputs

๐Ÿ’ซFactors Influencing Productivity

๐ŸŒŸ1. Technology: Advanced technology can increase output with the same input.
๐ŸŒŸ2. Skills and Training: Skilled workers often produce more efficiently.
๐ŸŒŸ3. Work Environment: A conducive environment can boost productivity.
๐ŸŒŸ4. Processes and Systems: Streamlined processes can enhance efficiency.
๐ŸŒŸ5. Management Practices: Effective management can lead to better productivity.

@etconp
๐Ÿ‘23๐Ÿ‘1
When Compressive force applied on the Ductile material, which type of failure wiil be generate & which angle
Anonymous Quiz
19%
Shear failure, 90degree
43%
Compressive failure, 90degree
32%
Tensile failure, 45degree
7%
None of these
๐Ÿ™11๐Ÿ‘4
Increasing the grade of concrete the value of Poisson's ratio is
Anonymous Quiz
48%
Directly proportional
37%
Indirectly proportional
9%
No changes
6%
Both equal changes
๐Ÿ‘11โค1
๐Ÿ‘‰FUNCTIONS OF FOUNDATIONS

๐ŸšงFoundations serve the following purposes :-

1.Reduction of load intensity:-

Foundations distribute the loads of the super-structure to a larger area so that the intensity of the load at its base (i.e., the total load divided by the total area)does not exceed the safe bearing capacity of the sub-soil. In the case of deep foundations it transmits the super imposed loads to the sub soil both through side friction as well as through end bearing

2.Even distribution of load:-

Foundations distribute the non-uniform load of the super-structure evenly to be sub soil. For example two columns carrying unequal loads can have a combined footing which may transmit the load to sub soil evenly with uniform soil pressure. Due to this, differential settlements are minimised.

3. Provision of level surface:-

Foundations provide levelled and hard surfaces over which the super structure can be built.

4. Lateral stability:- It anchors the super structure to the ground, thus imparting lateral stability to the super structure.The stability of the building, against sliding and overturning, due to horizontal forces (Such as wind, Earthquake etc.) is increased due to foundations.
5.Safety against undermining:- It provides the structural safety against undermining or scouring due to burrowing animals and flood water.
6.Protection against soil movements:- Special foundations measures prevents or minimises the distress (or cracks) in the super structure, due to expansion or contraction of the sub soil because of moisture movement in some problematic soils.

๐Ÿ’ซESSENTIAL REQUIREMENTS OF A GOOD FOUNDATIONS :-

โบFoundations should be constructed to safety the following requirements:-

1.The foundations shall be constructed to sustain dead and imposed loads and to transmit these to the sub soil in such a way that pressure on it will not cause settlement which would impair the stability of the building or adjoining structures.

2.Foundation base should be rigid so that differential settlements are minimised, specially for the case when super imposed loads are not evenly distributed.

3.Foundations should be taken sufficiently deep to gaurd the building against damage or distress caused by swelling or shrinkage of the sub soil.

4. Foundations should be safely located that its performance may not be affected due to any unexpected future influence.

@etconp
๐Ÿ‘13โค1
๐Ÿ‘‰แАแŒป แ‹จแ‰ตแˆแˆ…แˆญแ‰ต แŠฅแ‹ตแˆ

๐Ÿ’ซแ‰ แ‹ฉแŠ“แ‹ญแ‰ตแ‹ต แŠชแŠ•แŒแ‹ฐแˆ แ‹จแ‰ผแ‰ญแŠ’แŠ•แŒ แ‹จแАแŒป แ‹จแ‰ตแˆแˆ…แˆญแ‰ต แŠฅแ‹ตแˆ แˆ›แˆ˜แˆแŠจแ‰ป แˆˆแˆ˜แŒ€แˆ˜แˆญ แˆแˆˆแ‰ต แˆณแˆแŠ•แ‰ต แ‰ฅแ‰ป แ‹ญแ‰€แˆจแ‹‹แˆแข

๐Ÿทแˆ›แˆตแˆแŠ•แŒ แˆญแ‹ซแ‹แŠ• แ‰ แˆ˜แŒ แ‰€แˆ แˆ™แˆ‰ แˆ˜แˆจแŒƒแ‹แŠ• แ‹ซแŠ•แ‰ฅแ‰ก๐Ÿ‘‡

http://chevening.org/courses

@etconp
๐Ÿ‘5๐Ÿ˜ข1๐Ÿ™1
แ‰ณแˆแˆซแ‰ต  แ•แˆŒแ‰ต แŠฅแŠ“ แŒ„แ‰ฆแˆแ‰ต แŠ แ‰…แˆซแ‰ข

๐Ÿ‘‰แˆแˆ‰แŠ• แ‰ แŠ แŠ•แ‹ต แ‰ฆแ‰ณ แ‹จแˆšแ‹ซแŒˆแŠ™แ‰ แ‰ต แŠฅแŠ“ แˆˆแˆแˆ‰แˆ แ‰…แˆญแ‰ฅ

๐Ÿ”ฐแˆแŠ• แ‹ญแˆแˆแŒ‹แˆ‰?

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›แˆตแ‰†แˆซแˆจแŒฅ แˆ›แˆตแ‰ แˆณแ‰ต แ‹ˆแ‹ญแŠ•แˆ แˆ›แˆณแŒ แ แŠจแˆแˆˆแŒ‰  แŠฅแŠ•แ‹ณแ‹ซแˆตแ‰ก แˆแˆ‰แŠ•แˆ แˆ›แˆฝแŠ–แ‰ฝ แŠ แˆตแŒˆแ‰ฅแ‰ฐแŠ“แˆ

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•

โ˜Ž๏ธแ‹ญแ‹ฐแ‹‰แˆ‰แˆแŠ• แ‹ซแˆ›แŠญแˆฉแŠ•

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

แŠ แ‹ตแˆซแˆปแ‰ฝแŠ•แฆ แ‰.1 แŠ แ‹‰แ‰ถแ‰ฅแˆต แ‰ฐแˆซ(แˆ˜แˆณแˆˆแˆšแ‹ซ)
                    แ‰.2 แˆ˜แˆญแŠซแ‰ถ
                    แ‰.3 แ‰ฐแŠญแˆˆแˆ€แ‹ญแˆ›แŠ–แ‰ต

0904040477
0911016833
๐Ÿ†2๐Ÿ‘1
๐Ÿ‘‰Sand Cone Test

๐Ÿ’ซSand Cone Density is an accurate and reliable test method that has long been used to measure the in-place density of soils.

๐ŸทThe procedure is described in ASTM D1556 / AASHTO T 191. A flat base plate with a 6.5in (165.1mm) circular opening is used as a template to position the hole at the test site.

โบDensity test accessories such as mallets, scoops, chisels, and sample bags are used during excavation.

โ–ถ๏ธAll the excavated material is carefully collected and saved in an airtight container.

โบThe pre-weighed Sand Cone Density Apparatus is inverted onto the base plate and the opening of the metal cone is nested in the base plate opening.

โบA rotary valve is opened, and free-flowing density test sand of known density runs into the excavated test hole.

โบThe apparatus is weighed again to establish the weight of sand needed to fill the hole and the volume of the hole is calculated.

โบThe wet weight of the excavated soil is divided by the volume of the hole to determine the wet density.

@etconp
๐Ÿ‘8โค4๐Ÿ‘Œ1
Intercon Construction Chemicals 
    
๐Ÿ‘‰ Authorized agent of MC (Conmix), Weber and SIMENTEK

โ— Concrete Admixtures
โ— Bonding Agents
โ— Waterproofings
โ— Concrete Repair, Grout   
โ— Tile Adhesive & Tile Joint Fillers 
โ— Wall Putty, Prime Coat, Rush Coat
โ— Quartz, Contextra
โ— Specialized paints (Thermal and Insulation Paints, Street and Playground Paints)
โ— Floor hardener, Epoxy              
โ— Geotextiles, Geo-membranes and other construction chemicals and materials

Tel: 0961955555 or 0961955559
Address: Signal, around signal mall
๐Ÿ‘4
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Exciting news! ๐ŸŽ‰ EKT Ceramics is thrilled to announce the launch of our new website: www.ektceramics.com! ๐ŸŒ

โœจOur new website is designed with you in mind, offering an enhanced user experience with easier navigation, comprehensive product information, and the latest updates on our innovative solutions. Whether you're a long-time customer or new to our products, you'll find everything you need right at your fingertips.

โœจExplore our extensive range of high-quality products, get inspired by our project showcases, and stay informed about upcoming events and promotions. We invite you to visit us online and discover how EKT Ceramics can bring beauty and functionality to your Environment.

Visit us now at www.ektceramics.com and let's start creating something extraordinary together! ๐Ÿบโœจ
๐Ÿ‘3โค1๐Ÿฅฐ1
๐Ÿ‘‰The FIDIC (Fรฉdรฉration Internationale Des Ingรฉnieurs-Conseils)

๐Ÿšงcontracts are among the most widely used standard forms of contracts in the engineering and construction industry globally.

They provide a framework that outlines the rights and obligations of all parties involved in construction projects.

A critical aspect of project management under FIDIC contracts is the requirement for a detailed programme (schedule) for the execution of the works.

This programme serves as a roadmap for project execution, ensuring that all activities are planned and coordinated effectively.

Initial Programme Submission
Submission Deadline
According to FIDIC conditions, the Contractor is required to submit an initial programme for the execution of the Works within 28 days after receiving the Notice under Sub-Clause 8.1 [Commencement of Works].

This initial programme is essential as it lays down the foundation for the project's timeline and planning.

The 28-day period provides the Contractor with a reasonable timeframe to assess the project's requirements, prepare a detailed plan, and ensure that all stakeholders are aligned before commencing the works.
Programming Software
The programme must be prepared using programming software stated in the Employerโ€™s Requirements.

If the Employerโ€™s Requirements do not specify the software, the Contractor must use software acceptable to the Engineer.

This ensures consistency and compatibility in programme management and review. The use of specified programming software facilitates better integration with the Employer's project management systems, enabling efficient tracking, reporting, and collaboration.

Revised Programme Submission
Reflecting Actual Progress
The Contractor is also obligated to submit a revised programme whenever the current programme ceases to reflect actual progress or becomes inconsistent with the Contractorโ€™s obligations.

This requirement ensures that the programme remains a reliable tool for monitoring project progress and managing changes. Revised programmes are crucial for addressing any deviations from the original plan, allowing for timely corrective actions and ensuring that the project stays on track.
Submission Format
Both the initial and revised programmes must be submitted to the Engineer in one paper copy, one electronic copy, and additional paper copies if specified in the Contract Data.

This ensures that the Engineer and other stakeholders have access to the programme in their preferred formats. The availability of both paper and electronic copies facilitates ease of review, archiving, and dissemination among project teams.

Contents of the Programme
The programme must include several key elements to provide a comprehensive overview of the project plan and progress:
Key Dates Commencement Date and Time for Completion:

This includes the overall project timeline and the timeline for each section, if any. These dates are critical for setting the projectโ€™s start and end points, ensuring that all parties have a clear understanding of the schedule.

Right of Access and Possession Dates: The dates when the Contractor will be given access to and possession of the site or its parts, as stated in the Contract Data or as required by the Contractor.

This information is vital for planning mobilization and ensuring that the Contractor can commence work without delays.

Work Sequence and Timing
Order of Work Execution: This details the sequence in which the Contractor intends to carry out the Works, including design stages, document submissions, procurement, manufacture, delivery to Site, construction, installation, and work by any nominated Subcontractors.

A well-structured order of work execution helps in optimizing resource allocation and minimizing potential conflicts.

Review Periods: Periods specified for the Engineerโ€™s review of submissions under Sub-Clause 5.2.2 and other reviews required by the Employerโ€™s Requirements. Clearly defined review periods help in ensuring timely approvals and avoiding delays.

@etconp
๐Ÿ‘14โค1
๐Ÿ‘‰แ‰ แ‰ แŒ€แ‰ต แ‹“แˆ˜แ‰ฑ แ‰ แˆ˜แ‹ฒแŠ“แ‰ฝแŠ• แŠฃแ‹ฒแˆต แŠฃแ‰ แ‰ฃ แŠจแŠ แŠ•แ‹ต แˆบ แŠชแˆŽ แˆœแ‰ตแˆญ แ‰ แˆ‹แ‹ญ แ‹จแŒแŠ•แ‰ฃแ‰ณแŠ“ แ‹จแŒฅแŒˆแŠ“ แˆตแˆซแ‹Žแ‰ฝ แ‰ฐแŠจแŠ“แ‹แАแ‹‹แˆ

๐Ÿšงแ‹จแŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แŠจแ‰ฐแˆ› แˆ˜แŠ•แŒˆแ‹ถแ‰ฝ แ‰ฃแˆˆแˆตแˆแŒฃแŠ• แ‰ 2016 แ‰ แŒ€แ‰ต แ‹“แˆ˜แ‰ต 902 แŠชแˆŽ แˆœแ‰ตแˆญ แˆแ‹ฉ แˆแ‹ฉ แ‹จแŒแŠ•แ‰ฃแ‰ณแŠ“ แ‹จแŒฅแŒˆแŠ“ แˆตแˆซแ‹Žแ‰ฝ แˆˆแˆ˜แˆตแˆซแ‰ต แŠ แ‰…แ‹ถ 1145 แŠชแˆŽ แˆœแ‰ตแˆญ แ‰ แˆ›แŠจแŠ“แ‹ˆแŠ• แŠจแ‹•แ‰…แ‹ฑ แ‰ แˆ‹แ‹ญ แˆˆแˆ›แˆณแŠซแ‰ต แ‰ฝแˆแˆแกแก

แ‹จแ‰ฃแˆˆแˆตแˆแŒฃแŠ• แˆ˜แˆตแˆชแ‹ซ แ‰คแ‰ฑ แ‹จ2016 แ‰ แŒ€แ‰ต แ‹“แˆ˜แ‰ต แ‹จแ‹•แ‰…แ‹ต แŠ แˆแƒแ€แˆ แŠจ2015 แ‰ฐแˆ˜แˆณแˆณแ‹ญ แ‰ แŒ€แ‰ต แ‹“แˆ˜แ‰ต แŒ‹แˆญ แˆฒแАแƒแ€แˆญแˆ แ‹จ13 แ‰ แˆ˜แ‰ถ แ‰ฐแŒจแˆ›แˆช แ‹•แ‹ตแŒˆแ‰ต แŠ แˆณแ‹ญแ‰ทแˆแกแก
 
แ‰ 2016 แ‰ แŒ€แ‰ต แ‹“แˆ˜แ‰ต แ‹แˆตแŒฅ แŠจแ‰ฐแŠจแŠ“แ‹ˆแŠ‘ แ‹จแŒแŠ•แ‰ฃแ‰ณ แˆตแˆซแ‹Žแ‰ฝ แˆ˜แŠซแŠจแˆ 41 แŠชแˆŽ แˆœแ‰ตแˆญ แ‹จแŠ แˆตแ‹แˆแ‰ตแฃ 55 แŠชแˆŽ แˆœแ‰ตแˆญ  แ‹จแŒ แŒ แˆญแฃ 8 แŠชแˆŽ แˆœแ‰ตแˆญ  แ‹จแŒ‹แˆซ แˆ˜แŠ–แˆชแ‹ซ แ‰คแ‰ถแ‰ฝ แ‹จแ‹แˆตแŒฅ แˆˆแ‹แˆตแŒฅ แ‹จแŠฎแ‰ฅแˆ แˆ˜แŠ•แŒˆแ‹ถแ‰ฝ แŠฅแŠ“ 64 แŠชแˆŽ แˆœแ‰ตแˆญ แ‹จแŠฎแ‰ฅแˆ แŠ•แŒฃแ แˆตแˆซแ‹Žแ‰ฝ แ‹ญแŒˆแŠ™แ‰ แ‰ณแˆแกแก

แ‰ แˆŒแˆ‹ แ‰ แŠฉแˆ แ‹ฐแŒแˆž 61 แŠชแˆŽ แˆœแ‰ตแˆญ แАแ‰ฃแˆญ แ‹จแŠฅแŒแˆจแŠ› แˆ˜แŠ•แŒˆแ‹ถแ‰ฝแŠ• แˆˆแˆ›แ‹˜แˆ˜แŠ• แ‹จแˆ˜แˆแˆถ แŒแŠ•แ‰ฃแ‰ณ แˆตแˆซ แŠจแˆ˜แŠจแŠ“แ‹ˆแŠ‘แˆ แ‰ แ‰ฐแŒจแˆ›แˆช 10 แŠชแˆŽ แˆœแ‰ตแˆญ  แˆญแ‰€แ‰ต แ‹จแˆšแˆธแแŠ• แ‹จแ‹แŠ“แ‰ฅ แ‹แˆ€ แˆ˜แ‹แˆฐแˆป แˆ˜แˆตแˆ˜แˆฎแ‰ฝ แŒแŠ•แ‰ฃแ‰ณแฃ 35 แŠชแˆŽ แˆœแ‰ตแˆญ แ‹จแˆณแ‹ญแŠญแˆ แˆ˜แŠ•แŒˆแ‹ต แŒแŠ•แ‰ฃแ‰ณแฃ 55.5 แŠชแˆŽ แˆœแ‰ตแˆญ แ‹จแˆ˜แŠ•แŒˆแ‹ต แ‹ณแˆญ แˆ˜แ‰ฅแˆซแ‰ต แ‹จแˆ˜แˆตแˆ˜แˆญ แ‹แˆญแŒ‹แ‰ณแฃ 6 แŠชแˆŽ แˆœแ‰ตแˆญ แ‹จแˆแŒฃแŠ• แ‰ฃแˆต แˆ˜แˆตแˆ˜แˆญ แ‹จแŒแŠ•แ‰ฃแ‰ณ แˆตแˆซแ‹Žแ‰ฝแŠ• แ‹จแˆšแ‹ซแŠซแ‰ตแ‰ต แˆฒแˆ†แŠ• แ‰ แ‹ตแˆแˆฉแˆ 336 แŠชแˆŽ แˆœแ‰ตแˆญ แ‹ญแˆธแแŠ“แˆ‰แกแก


แ‰ฃแˆˆแˆตแˆแŒฃแŠ• แˆ˜แˆตแˆชแ‹ซ แ‰คแ‰ฑ แŠจแŒแŠ•แ‰ฃแ‰ณ แˆตแˆซแ‹Žแ‰ฝ แŒŽแŠ• แˆˆแŒŽแŠ• แ‰ แ‰ฐแˆˆแ‹ซแ‹ฉ แˆแŠญแŠ•แ‹ซแ‰ถแ‰ฝ แˆˆแ‰ฅแˆแˆฝแ‰ต แ‹จแ‰ฐแ‹ณแˆจแŒ‰ 97 แŠช.แˆœ แ‹จแŠ แˆตแ‹แˆแ‰ตแฃ 20 แŠจ.แˆœ แ‹จแŒ แŒ แˆญแฃ 23 แŠชแˆŽ แˆœแ‰ตแˆญ แ‹จแŠฅแŒแˆจแŠ› แˆ˜แŠ•แŒˆแ‹ต แˆ˜แŠจแˆˆแ‹ซ แŠ แŒฅแˆญ แŠ แ‹ฒแˆต แˆตแˆซแŠ“ แ‹จแŒฅแŒˆแŠ“ แˆตแˆซ  58 แŠช.แˆœ แ‹จแŠฎแ‰ฅแˆ แˆ˜แŠ•แŒˆแ‹ต แŠ•แŒฃแแฃ 395 แŠช.แˆœ แ‹จแ‹ตแˆฌแŠ”แŒ… แˆ˜แˆตแˆ˜แˆฎแ‰ฝ แ…แ‹ณแ‰ตแฃ 8 แŠช.แˆœ แ‹จแ‹ตแˆฌแŠ”แŒ… แˆ˜แˆตแˆ˜แˆญ แ‹•แ‹ตแˆณแ‰ตแŠ“ แŒฅแŒˆแŠ“แฃ 41 แŠช.แˆœ แ‹จแŠฅแŒแˆจแŠ› แˆ˜แŠ•แŒˆแ‹ต แŒฅแŒˆแŠ“แŠ“ แ‹จแŠจแˆญแ‰ญ แˆตแ‰ถแŠ• แˆตแˆซแ‹Žแ‰ฝ แ‰ฐแˆฐแˆญแ‰ฐแ‹‹แˆแกแก

แ‹จแŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แŠจแ‰ฐแˆ› แˆ˜แŠ•แŒˆแ‹ถแ‰ฝ แ‰ฃแˆˆแˆฅแˆแŒฃแŠ•

@etconp
๐Ÿ‘17๐Ÿฅฐ1๐Ÿ™1
Q) If in the harvest season when the river flow is low which method should use for irrigation
Anonymous Quiz
13%
A: Direct Irrigation
57%
B: Storage Irrigation
17%
C: Lift Irrigation
13%
D: Irrigation by wells
๐Ÿ‘29
The clay deposit of thickness 10 cm and void ratio 0.5 undergoes settlement and now its final void ratio is 0.2. The thickness (cm) of the settlement layer.
Anonymous Quiz
21%
1
35%
1.5
24%
2
20%
2.5
๐Ÿ‘9โค6
Q) Which of the following method can be used to determine the water content?
Anonymous Quiz
8%
A: Torsion Balance method
24%
B: Dry Sieve Analysis
7%
C: Chemical Method
61%
D: Hydrometer Method
๐Ÿ‘15
แ‰ณแˆแˆซแ‰ต  แ•แˆŒแ‰ต แŠฅแŠ“ แŒ„แ‰ฆแˆแ‰ต แŠ แ‰…แˆซแ‰ข

๐Ÿ‘‰แˆแˆ‰แŠ• แ‰ แŠ แŠ•แ‹ต แ‰ฆแ‰ณ แ‹จแˆšแ‹ซแŒˆแŠ™แ‰ แ‰ต แŠฅแŠ“ แˆˆแˆแˆ‰แˆ แ‰…แˆญแ‰ฅ

๐Ÿ”ฐแˆแŠ• แ‹ญแˆแˆแŒ‹แˆ‰?

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›แˆตแ‰†แˆซแˆจแŒฅ แˆ›แˆตแ‰ แˆณแ‰ต แ‹ˆแ‹ญแŠ•แˆ แˆ›แˆณแŒ แ แŠจแˆแˆˆแŒ‰  แŠฅแŠ•แ‹ณแ‹ซแˆตแ‰ก แˆแˆ‰แŠ•แˆ แˆ›แˆฝแŠ–แ‰ฝ แŠ แˆตแŒˆแ‰ฅแ‰ฐแŠ“แˆ

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•

โ˜Ž๏ธแ‹ญแ‹ฐแ‹‰แˆ‰แˆแŠ• แ‹ซแˆ›แŠญแˆฉแŠ•

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

แŠ แ‹ตแˆซแˆปแ‰ฝแŠ•แฆ แ‰.1 แŠ แ‹‰แ‰ถแ‰ฅแˆต แ‰ฐแˆซ(แˆ˜แˆณแˆˆแˆšแ‹ซ)
                    แ‰.2 แˆ˜แˆญแŠซแ‰ถ
                    แ‰.3 แ‰ฐแŠญแˆˆแˆ€แ‹ญแˆ›แŠ–แ‰ต

0904040477
0911016833
๐Ÿ‘5
๐Ÿ‘‰T๐—ต๐—ฒ ๐Ÿฑ ๐—ธ๐—ฒ๐˜† ๐˜๐˜†๐—ฝ๐—ฒ๐˜€ ๐—ผ๐—ณ ๐—ฐ๐—ผ๐—ป๐˜€๐˜๐—ฟ๐˜‚๐—ฐ๐˜๐—ถ๐—ผ๐—ป ๐—ฐ๐—ผ๐—ป๐˜๐—ฟ๐—ฎ๐—ฐ๐˜๐˜€

๐Ÿ’ซEvery construction project has unique challenges, and different types of contracts lend themselves to various situations.

1. ๐˜ญ๐˜ถ๐˜ฎ๐˜ฑ ๐˜ด๐˜ถ๐˜ฎ ๐˜ค๐˜ฐ๐˜ฏ๐˜ต๐˜ณ๐˜ข๐˜ค๐˜ต๐˜ด
2. ๐˜ต๐˜ช๐˜ฎ๐˜ฆ ๐˜ข๐˜ฏ๐˜ฅ ๐˜ฎ๐˜ข๐˜ต๐˜ฆ๐˜ณ๐˜ช๐˜ข๐˜ญ๐˜ด ๐˜ค๐˜ฐ๐˜ฏ๐˜ต๐˜ณ๐˜ข๐˜ค๐˜ต๐˜ด
3. ๐˜ถ๐˜ฏ๐˜ช๐˜ต ๐˜ฑ๐˜ณ๐˜ช๐˜ค๐˜ฆ ๐˜ค๐˜ฐ๐˜ฏ๐˜ต๐˜ณ๐˜ข๐˜ค๐˜ต๐˜ด
4. ๐˜จ๐˜ถ๐˜ข๐˜ณ๐˜ข๐˜ฏ๐˜ต๐˜ฆ๐˜ฆ๐˜ฅ ๐˜ฎ๐˜ข๐˜น๐˜ช๐˜ฎ๐˜ถ๐˜ฎ ๐˜ฑ๐˜ณ๐˜ช๐˜ค๐˜ฆ (๐˜จ๐˜ฎ๐˜ฑ) ๐˜ค๐˜ฐ๐˜ฏ๐˜ต๐˜ณ๐˜ข๐˜ค๐˜ต๐˜ด
5. ๐˜ค๐˜ฐ๐˜ด๐˜ต-๐˜ฑ๐˜ญ๐˜ถ๐˜ด ๐˜ค๐˜ฐ๐˜ฏ๐˜ต๐˜ณ๐˜ข๐˜ค๐˜ต๐˜ด

@etconp
๐Ÿ‘13๐Ÿ‘Œ7โค2๐Ÿ•Š1
๐Ÿ‘‰แ‹จแŠฅแŠ•แŒ…แ‰ฃแˆซ แ‹ฉแŠ•แ‰จแˆญแˆฒแ‰ฒ แŒแ‹™แ‰ แŒแŠ•แ‰ฃแ‰ณ
=====================
๐Ÿšงแ‰ 2016 แ‹“.แˆ แ‹จแ‰ แŒ€แ‰ต แŠ แˆ˜แ‰ต แŠฅแ‹ซแˆตแŒˆแАแ‰ฃแ‰ธแ‹ แŠจแˆšแŒˆแŠ™ แ•แˆฎแŒ€แŠญแ‰ถแ‰ฝ แˆ˜แŠซแŠจแˆ แŠจ7000 แˆฐแ‹ แ‰ แˆ‹แ‹ญ แ‹จแˆšแ‹ญแ‹ แŠ แˆˆแˆ แ‹จแ‹ฐแˆจแˆฐแ‰ แ‰ตแŠ• แ‰ดแŠญแŠ–แˆŽแŒ‚ แ‰ แˆ™แˆ‰ แŒฅแŠ•แ‰…แ‰… แŠ แ‹ตแˆญแŒŽ แ‹ซแˆŸแˆ‹ แŒแ‹™แ แŠ แ‹ณแˆซแˆฝ แŠ แŠ•แ‹ฑ แАแ‹แข

โญ๏ธแŠจแˆถแˆตแ‰ต แ‰ขแˆŠแ‹ฎแŠ• แ‰ฅแˆญ แ‰ แˆ‹แ‹ญ แŠฅแŠ•แ‹ฐแˆšแŒจแˆญแˆต แ‹จแˆšแŒ แ‰ แ‰€แ‹ แ‹ญแˆ… แŠฆแ‹ฒแ‰ดแˆญแ‹จแˆ แ‰ แŠ แˆˆแˆ›แ‰€แ แˆตแ‰ณแŠ•แ‹ณแˆญแ‹ต แŠฅแ‹จแ‰ฐแŒˆแАแ‰ฃ แˆฒแˆ†แŠ• แŒแŠ•แ‰ฃแ‰ณแ‹ แˆฒแŒ แŠ“แ‰€แ‰… แ‹ฉแŠ•แ‰จแˆญแˆตแ‰ฒแ‹แŠ• แ‹จแŠฎแŠ•แˆแˆจแŠ•แˆต แˆ›แ‹•แŠจแˆ แˆˆแˆ›แ‹ตแˆจแŒ แ‹จแˆšแ‹ซแŒแ‹ แ‰ตแˆแ‰… แ•แˆฎแŒ€แŠญแ‰ต แАแ‹แข

@ETCONpWORK
๐Ÿ‘17โค3๐Ÿ˜ข2
โค13๐Ÿ‘1