Became a civil Engineer

Became a civil Engineer

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development Our Caeer/our conscious WHAT IS A CIVIL ENGINEER? Civil engineers design things. This is one of the oldest types of engineering

A civil engineer is a person who practices civil engineering, one of the many engineering professions. These might be roads, buildings, airports, tunnels, dams, bridges, or water supply and sewage systems. They must consider many factors in their designs, from the costs to making sure the structure will stay intact during bad weather.

05/12/2025

🧱 Dead Load (āĻ¸ā§āĻĨāĻžāϝāĻŧā§€ āϞ⧋āĻĄ / Permanent Load) āϕ⧀?

Dead Load āĻšāϞ⧋ āĻ­āĻŦāύ⧇āϰ āύāĻŋāĻœā§‡āϰ āĻ“āϜāĻ¨â€”āϝ⧇āϗ⧁āϞ⧋ āύāĻĄāĻŧ⧇ āύāĻž, āϏāĻŦāϏāĻŽā§Ÿ āĻ¸ā§āĻĨāĻŋāϰ āĻĨāĻžāϕ⧇āĨ¤

āϝ⧇āĻŽāύ:

RCC slab, beam, column–āĻāϰ āĻ“āϜāύ

āχāĻŸā§‡āϰ āĻĻ⧇āϝāĻŧāĻžāϞ

āĻĒā§āϞāĻžāĻ¸ā§āϟāĻžāϰ

āĻĢā§āϞ⧋āϰ āĻĢāĻŋāύāĻŋāĻļ (āϟāĻžāχāϞāϏ, āĻ¸ā§āĻ•ā§āϰāĻŋāĻĄ)

āĻ›āĻžāĻĻ āĻĢāĻŋāύāĻŋāĻļāĻŋāĻ‚

āĻ¸ā§āĻĨāĻžāϝāĻŧā§€ āϏāĻŋāρāĻĄāĻŧāĻŋ

āĻ¸ā§āĻĨāĻžā§Ÿā§€ āĻĒāĻžāύāĻŋāϰ āĻŸā§āϝāĻžāĻ‚āĻ• / parapet wall

➡ āϏāĻ‚āĻ•ā§āώ⧇āĻĒ⧇: āϝ⧇āϗ⧁āϞ⧋ āĻ­āĻŦāύ⧇ āĻ¸ā§āĻĨāĻžā§Ÿā§€āĻ­āĻžāĻŦ⧇ āϞāĻžāĻ—āĻžāύ⧋ āĻĨāĻžāϕ⧇, āϤāĻžāĻĻ⧇āϰ āĻ“āϜāύāχ Dead LoadāĨ¤

đŸ§â€â™‚ī¸ Live Load (āϚāϞāĻŽāĻžāύ āϞ⧋āĻĄ / Variable Load) āϕ⧀?

Live Load āĻšāϞ⧋ āĻŽāĻžāύ⧁āώ⧇āϰ āϚāϞāĻžāĻĢ⧇āϰāĻž, āφāϏāĻŦāĻžāĻŦāĻĒāĻ¤ā§āϰ, āĻŦā§āϝāĻŦāĻšāĻžāϰāϜāύāĻŋāϤ āϞ⧋āĻĄâ€”āϝ⧇āϗ⧁āϞ⧋ āϏāĻŽā§Ÿ āĻ…āύ⧁āϝāĻžā§Ÿā§€ āĻŦāĻžā§œā§‡/āĻ•āĻŽā§‡āĨ¤

āϝ⧇āĻŽāύ:

āĻŽāĻžāύ⧁āώ āϚāϞāĻžāĻĢ⧇āϰāĻž

āφāϏāĻŦāĻžāĻŦ (āĻŦ⧇āĻĄ, āϏ⧋āĻĢāĻž, āĻŸā§‡āĻŦāĻŋāϞ)

āϰāĻžāĻ¨ā§āύāĻžāϘāϰ⧇āϰ āϜāĻŋāύāĻŋāϏ

āĻĒāĻžāύāĻŋāϰ āϜāĻžāϰ/āĻ—ā§āϝāĻžāϏ āϏāĻŋāϞāĻŋāĻ¨ā§āĻĄāĻžāϰ

āĻ›āĻžāĻĻ⧇āϰ āωāĻĒāϰ āϜāĻŽā§‡ āĻĨāĻžāĻ•āĻž āϏāĻžāĻŽāĻ—ā§āϰ⧀ (āϝāĻĻāĻŋ āĻĨāĻžāϕ⧇)

➡ āϏāĻ‚āĻ•ā§āώ⧇āĻĒ⧇: āĻ­āĻŦāύ⧇āϰ āĻŦā§āϝāĻŦāĻšāĻžāϰ āĻ…āύ⧁āϝāĻžā§Ÿā§€ āϝ⧇ āϞ⧋āĻĄ āĻĒāϰāĻŋāĻŦāĻ°ā§āϤāύ āĻšā§Ÿ, āϏ⧇āϟāĻžāχ Live LoadāĨ¤

05/12/2025
Photos from Became a civil Engineer's post 24/10/2025

🧱 Los Angeles Abrasion (LAA) Test āϕ⧀?

āĻāϟāĻŋ āĻāĻŽāύ āĻāĻ•āϟāĻŋ āϝāĻžāĻ¨ā§āĻ¤ā§āϰāĻŋāĻ• āĻĒāϰ⧀āĻ•ā§āώāĻž, āϝāĻž āĻĻā§āĻŦāĻžāϰāĻž aggregate (āĻĒāĻžāĻĨāϰ āĻŦāĻž āĻ–ā§‹āϝāĻŧāĻž)-āĻāϰ āϘāĻ°ā§āώāĻŖ āĻ“ āĻ•ā§āώ⧟ āĻĒā§āϰāϤāĻŋāϰ⧋āϧ āĻ•ā§āώāĻŽāϤāĻž (abrasion resistance) āύāĻŋāĻ°ā§āĻŖāϝāĻŧ āĻ•āϰāĻž āĻšāϝāĻŧāĨ¤

āϏāĻšāϜāĻ­āĻžāĻŦ⧇ āĻŦāϞāϞ⧇:
âžĄī¸ āĻāχ āĻŸā§‡āĻ¸ā§āĻŸā§‡ āĻĻ⧇āĻ–āĻž āĻšā§Ÿ — āĻĒāĻžāĻĨāϰ āĻŦāĻž āĻ–ā§‹ā§ŸāĻž āĻ•āϤāϟāĻž āĻŽāϜāĻŦ⧁āϤ,
āϝāĻžāϤ⧇ āϰāĻžāĻ¸ā§āϤāĻž āĻŦāĻž āĻ•āĻ‚āĻ•ā§āϰāĻŋāĻŸā§‡ āĻŦā§āϝāĻŦāĻšāĻžāϰ āĻ•āϰāĻžāϰ āϏāĻŽā§Ÿ āϏ⧇āϟāĻž āϘāώāĻž āĻŦāĻž āφāϘāĻžāϤ⧇ āϭ⧇āϙ⧇ āύāĻž āϝāĻžā§ŸāĨ¤

âš™ī¸ āĻŸā§‡āĻ¸ā§āĻŸā§‡āϰ āĻŽā§‚āϞ āϧāĻžāϰāĻŖāĻž:

āύāĻŋāĻ°ā§āĻĻāĻŋāĻˇā§āϟ āĻĒāϰāĻŋāĻŽāĻžāĻŖ aggregate (āĻĒāĻžāĻĨāϰ) āĻāĻ•āϟāĻŋ Los Angeles Machine-āĻ āϰāĻžāĻ–āĻž āĻšā§Ÿ,
āϝ⧇āĻ–āĻžāύ⧇ āĻ•āĻŋāϛ⧁ steel ball (āϞ⧋āĻšāĻžāϰ āĻŦāϞ) āĻĻ⧇āĻ“ā§ŸāĻž āĻšā§ŸāĨ¤

āĻŽā§‡āĻļāĻŋāύāϟāĻŋ āύāĻŋāĻ°ā§āĻĻāĻŋāĻˇā§āϟ āϏāĻŽā§Ÿ āĻŦāĻž āύāĻŋāĻ°ā§āĻĻāĻŋāĻˇā§āϟ revolution (āĻ˜ā§‚āĻ°ā§āĻŖāύ) āĻĒāĻ°ā§āϝāĻ¨ā§āϤ āĻ˜ā§‹āϰāĻžāύ⧋ āĻšā§ŸāĨ¤

āĻļ⧇āώ⧇ aggregate āϗ⧁āϞ⧋āϰ āĻ­āĻžāĻ™āĻž āĻŦāĻž āĻ•ā§āώ⧟ āĻšāĻ“ā§ŸāĻž āĻ…āĻ‚āĻļ⧇āϰ āĻ“āϜāύ āĻ•āĻŽā§‡ āϗ⧇āϞ⧇,
āϏ⧇āϟāĻŋ āĻĨ⧇āϕ⧇ abrasion value (%) āύāĻŋāĻ°ā§āϪ⧟ āĻ•āϰāĻž āĻšā§ŸāĨ¤

✅ Acceptable Limit (Standard):

Highway Construction: ā§Šā§Ļâ€“ā§Šā§Ģ% āĻāϰ āύāĻŋāĻšā§‡ āĻ­āĻžāϞ⧋

Concrete Work: ā§Ēā§Ģ% āĻāϰ āύāĻŋāĻšā§‡ āĻ—ā§āϰāĻšāĻŖāϝ⧋āĻ—ā§āϝ

Photos from Became a civil Engineer's post 23/10/2025

āĻŦāĻžāĻ‚āϞāĻžāĻĻ⧇āĻļ āĻ¨ā§āϝāĻžāĻļāύāĻžāϞ āĻŦāĻŋāĻ˛ā§āĻĄāĻŋāĻ‚ āϕ⧋āĻĄ (BNBC 2020)-āĻ “Response Reduction Factor (R value)” āĻŦāĻŋāώ⧟āϟāĻŋ āĻ­ā§‚āĻŽāĻŋāĻ•āĻŽā§āĻĒ āĻŦāĻž Seismic Design-āĻāϰ āĻ…āĻ‚āĻļ⧇ āωāĻ˛ā§āϞ⧇āĻ– āφāϛ⧇āĨ¤

📘 āϝ⧇ āĻ…āĻ§ā§āϝāĻžā§ŸāϟāĻŋ āĻĒ⧜āϤ⧇ āĻšāĻŦ⧇:
👉 BNBC Part 6 – Structural Design
āĻāϰ āĻŽāĻ§ā§āϝ⧇:

Chapter 2: Seismic Design and Detailing
āĻŦāĻŋāĻļ⧇āώ āĻ•āϰ⧇

Section 2.5: Design Seismic Force

Table 2.5.5 (Response Reduction Factors, R)

05/10/2025

āĻ¸ā§āϞāĻžāĻŦ āĻĸāĻžāϞāĻžāĻ‡ā§Ÿā§‡āϰ āφāϗ⧇ āϏāĻžāϟāĻžāϰāĻŋāĻ‚-āĻāϰ āϞ⧇āϭ⧇āϞ āϏāĻ āĻŋāĻ•āĻ­āĻžāĻŦ⧇ āφāϛ⧇ āĻ•āĻŋāύāĻž āϤāĻž āĻšā§‡āĻ• āĻ•āϰāĻž āĻ…āĻ¤ā§āϝāĻ¨ā§āϤ āϗ⧁āϰ⧁āĻ¤ā§āĻŦāĻĒā§‚āĻ°ā§āĻŖ, āĻ•āĻžāϰāĻŖ āϞ⧇āϭ⧇āϞ āĻ āĻŋāĻ• āύāĻž āĻĨāĻžāĻ•āϞ⧇ āĻŽā§‡āĻā§‡ āĻ…āϏāĻŽāĻžāύ āĻšāĻŦ⧇ āĻāĻŦāĻ‚ āĻĢāĻŋāύāĻŋāĻļāĻŋāĻ‚-āĻāϰ āĻ•āĻžāϜ āĻ•āĻ āĻŋāύ āĻšā§Ÿā§‡ āĻĒ⧜āĻŦ⧇āĨ¤

āϏāĻ āĻŋāĻ•āĻ­āĻžāĻŦ⧇ āĻ¸ā§āϞāĻžāĻŦ⧇āϰ āϞ⧇āϭ⧇āϞ āĻšā§‡āĻ• āĻ•āϰāĻžāϰ ā§ĢāϟāĻŋ āϏāĻšāϜ āωāĻĒāĻžā§Ÿ āύāĻŋāĻšā§‡ āĻĻ⧇āĻ“ā§ŸāĻž āĻšāϞ⧋:

āϏāĻ āĻŋāĻ•āĻ­āĻžāĻŦ⧇ āĻ¸ā§āϞāĻžāĻŦ⧇āϰ āϞ⧇āϭ⧇āϞ āĻšā§‡āĻ• āĻ•āϰāĻžāϰ ā§ĢāϟāĻŋ āϏāĻšāϜ āωāĻĒāĻžā§Ÿ
ā§§. āĻ“ā§ŸāĻžāϟāĻžāϰ āϞ⧇āϭ⧇āϞ āĻĒāĻžāχāĻĒ āĻŦā§āϝāĻŦāĻšāĻžāϰ āĻ•āϰāĻž (Using Water Level Pipe)
āĻāϟāĻŋ āϏāĻŦāĻšā§‡āϝāĻŧ⧇ āĻĒā§āϰāϚāϞāĻŋāϤ āĻāĻŦāĻ‚ āύāĻŋāĻ°ā§āĻ­āϰāϝ⧋āĻ—ā§āϝ āĻĒāĻĻā§āϧāϤāĻŋāϗ⧁āϞ⧋āϰ āĻŽāĻ§ā§āϝ⧇ āĻāĻ•āϟāĻŋāĨ¤

āĻĒā§āϰāĻĨāĻŽā§‡ āĻ•āϞāĻžāĻŽ āĻŦāĻž āĻĻ⧇āĻ“āϝāĻŧāĻžāϞ⧇ āĻāĻ•āϟāĻŋ āĻŦ⧇āĻžā§āϚāĻŽāĻžāĻ°ā§āĻ• (Benchmark) āĻĒāϝāĻŧ⧇āĻ¨ā§āϟ āĻ āĻŋāĻ• āĻ•āϰ⧁āύ (āϝ⧇āĻŽāύ: āĻĢā§āϞ⧋āϰ āĻĨ⧇āϕ⧇ ā§Ē āĻĢ⧁āϟ āωāĻĒāϰ⧇)āĨ¤

āĻ“ā§ŸāĻžāϟāĻžāϰ āϞ⧇āϭ⧇āϞ āĻĒāĻžāχāĻĒ⧇āϰ āĻŽāĻžāĻ§ā§āϝāĻŽā§‡ āĻāχ āĻŦ⧇āĻžā§āϚāĻŽāĻžāĻ°ā§āĻ• āĻĨ⧇āϕ⧇ āĻ¸ā§āϞāĻžāĻŦ⧇āϰ āϏāĻŽāĻ¸ā§āϤ āϕ⧋āϪ⧇ āĻāĻŦāĻ‚ āĻŽāĻžāĻā§‡āϰ āĻ…āĻ‚āĻļ⧇ āϏāĻŽāĻžāύ āĻĻā§‚āϰāĻ¤ā§āĻŦ⧇ āϰ⧇āĻĢāĻžāϰ⧇āĻ¨ā§āϏ āĻĒā§Ÿā§‡āĻ¨ā§āϟ āϚāĻŋāĻšā§āύāĻŋāϤ āĻ•āϰ⧁āύāĨ¤

āĻāĻŦāĻžāϰ āĻāχ āϰ⧇āĻĢāĻžāϰ⧇āĻ¨ā§āϏ āĻĒā§Ÿā§‡āĻ¨ā§āϟāϗ⧁āϞ⧋ āĻĨ⧇āϕ⧇ āĻŸā§‡āĻĒ āĻŽā§‡āϜāĻžāϰāĻŽā§‡āĻ¨ā§āϟ āĻ•āϰ⧇ āĻ¸ā§āϞāĻžāĻŦ⧇āϰ āϏāĻžāϟāĻžāϰāĻŋāĻ‚ āĻĒāĻ°ā§āϝāĻ¨ā§āϤ āĻĻā§‚āϰāĻ¤ā§āĻŦ āύāĻŋāύāĨ¤

āϝāĻĻāĻŋ āĻĒā§āϰāϤāĻŋāϟāĻŋ āĻĒā§Ÿā§‡āĻ¨ā§āĻŸā§‡ āĻĻā§‚āϰāĻ¤ā§āĻŦ āϏāĻŽāĻžāύ āĻšā§Ÿ, āϤāĻŦ⧇ āĻŦ⧁āĻāϤ⧇ āĻšāĻŦ⧇ āϏāĻžāϟāĻžāϰāĻŋāĻ‚-āĻāϰ āϞ⧇āϭ⧇āϞ āϏāĻ āĻŋāĻ• āφāϛ⧇āĨ¤ āĻĻā§‚āϰāĻ¤ā§āĻŦ āĻ•āĻŽ āĻŦāĻž āĻŦ⧇āĻļāĻŋ āĻšāϞ⧇ āϏāĻžāϟāĻžāϰāĻŋāĻ‚ āĻ…ā§āϝāĻžāĻĄāϜāĻžāĻ¸ā§āϟ āĻ•āϰāϤ⧇ āĻšāĻŦ⧇āĨ¤

⧍. āĻ…āĻŸā§‹ āϞ⧇āϭ⧇āϞ āĻŦāĻž āĻĄāĻŋāϜāĻŋāϟāĻžāϞ āϞ⧇āϭ⧇āϞ āĻŽā§‡āĻļāĻŋāύ (Auto Level or Digital Level)
āĻŦ⧜ āĻĒā§āϰāĻœā§‡āĻ•ā§āϟ āĻŦāĻž āϝ⧇āĻ–āĻžāύ⧇ āϖ⧁āĻŦ āύāĻŋāĻ°ā§āϭ⧁āϞ āϞ⧇āϭ⧇āϞ āĻĒā§āĻ°ā§Ÿā§‹āϜāύ, āϏ⧇āĻ–āĻžāύ⧇ āĻāχ āϝāĻ¨ā§āĻ¤ā§āϰ āĻŦā§āϝāĻŦāĻšāĻžāϰ āĻ•āϰāĻž āĻšā§ŸāĨ¤

āϏāĻžāχāĻŸā§‡ āĻ…āĻŸā§‹ āϞ⧇āϭ⧇āϞ āĻŽā§‡āĻļāĻŋāύ āϏ⧇āϟ āĻ•āϰ⧁āύ āĻāĻŦāĻ‚ āĻāĻ•āϟāĻŋ āĻĒāϰāĻŋāϚāĻŋāϤ āĻŦ⧇āĻžā§āϚāĻŽāĻžāĻ°ā§āĻ• āĻĨ⧇āϕ⧇ āϰāĻŋāĻĄāĻŋāĻ‚ āύāĻŋāύāĨ¤

āĻāϰāĻĒāϰ āĻ¸ā§āϞāĻžāĻŦ⧇āϰ āĻŦāĻŋāĻ­āĻŋāĻ¨ā§āύ āĻĒā§Ÿā§‡āĻ¨ā§āĻŸā§‡ āĻ¸ā§āϟāĻžāĻĢ (Staff) āĻŦāϏāĻŋā§Ÿā§‡ āϰāĻŋāĻĄāĻŋāĻ‚ āύāĻŋāύāĨ¤

āϏāĻ•āϞ āϰāĻŋāĻĄāĻŋāĻ‚ āĻāĻ•āχ āĻšāϞ⧇ āĻŦ⧁āĻāϤ⧇ āĻšāĻŦ⧇ āϞ⧇āϭ⧇āϞ āĻ āĻŋāĻ• āφāϛ⧇āĨ¤ āϝāĻĻāĻŋ āϕ⧋āĻĨāĻžāĻ“ āϰāĻŋāĻĄāĻŋāĻ‚ āĻ•āĻŽ āφāϏ⧇, āϤāĻžāϰ āĻŽāĻžāύ⧇ āϏ⧇āχ āĻ¸ā§āĻĨāĻžāύāϟāĻŋ āωāρāϚ⧁ āφāϛ⧇; āφāϰ āĻŦ⧇āĻļāĻŋ āĻāϞ⧇ āϏ⧇āχ āĻ¸ā§āĻĨāĻžāύāϟāĻŋ āύāĻŋāϚ⧁ āφāϛ⧇āĨ¤

ā§Š. āĻ¸ā§āĻĒāĻŋāϰāĻŋāϟ āϞ⧇āϭ⧇āϞ āĻŦā§āϝāĻŦāĻšāĻžāϰ āĻ•āϰāĻž (Using a Spirit Level)
āϛ⧋āϟ āφāĻ•āĻžāϰ⧇āϰ āĻ¸ā§āϞāĻžāĻŦ āĻŦāĻž āĻŦāĻŋāĻŽ-āĻāϰ āϟāĻĒ āϞ⧇āϭ⧇āϞ āĻšā§‡āĻ• āĻ•āϰāĻžāϰ āϜāĻ¨ā§āϝ āĻāϟāĻŋ āωāĻĒāϝ⧋āĻ—ā§€āĨ¤

āĻāĻ•āϟāĻŋ āϞāĻŽā§āĻŦāĻž āĻāĻŦāĻ‚ āϏ⧋āϜāĻž āĻ¸ā§āĻŸā§āϰ⧇āχāϟ āĻāϜ (Straight Edge) āύāĻŋāύ (āϝ⧇āĻŽāύ: āĻāĻ•āϟāĻŋ āĻ•āĻžāϠ⧇āϰ āĻŦāĻž āĻ…ā§āϝāĻžāϞ⧁āĻŽāĻŋāύāĻŋ⧟āĻžāĻŽā§‡āϰ āϞāĻŽā§āĻŦāĻž āĻ¸ā§āϕ⧇āϞ)āĨ¤

āĻāχ āĻ¸ā§āĻŸā§āϰ⧇āχāϟ āĻāϜāϟāĻŋ āĻ¸ā§āϞāĻžāĻŦ⧇āϰ āϏāĻžāϟāĻžāϰāĻŋāĻ‚-āĻāϰ āωāĻĒāϰ āϰāĻžāϖ⧁āύāĨ¤

āĻāĻŦāĻžāϰ āĻ¸ā§āĻŸā§āϰ⧇āχāϟ āĻāϜ-āĻāϰ āωāĻĒāϰ āĻ¸ā§āĻĒāĻŋāϰāĻŋāϟ āϞ⧇āϭ⧇āϞ (Spirit Level) āĻŦāϏāĻŋā§Ÿā§‡ āĻŦ⧁āĻĻāĻŦ⧁āĻĻāϟāĻŋ āĻŽāĻžāĻāĻ–āĻžāύ⧇ āφāϛ⧇ āĻ•āĻŋāύāĻž āϤāĻž āύāĻŋāĻļā§āϚāĻŋāϤ āĻ•āϰ⧁āύāĨ¤

āĻ¸ā§āϞāĻžāĻŦ⧇āϰ āωāĻĒāϰ āφāĻĄāĻŧāĻžāφāĻĄāĻŧāĻŋ āĻ“ āϞāĻŽā§āĻŦāĻžāϞāĻŽā§āĻŦāĻŋāĻ­āĻžāĻŦ⧇ āĻāĻ•āĻžāϧāĻŋāĻ• āϜāĻžāϝāĻŧāĻ—āĻžāϝāĻŧ āĻāϟāĻŋ āĻšā§‡āĻ• āĻ•āϰ⧁āύāĨ¤

ā§Ē. āϞ⧇āϭ⧇āϞāĻŋāĻ‚ āĻĒāĻžā§ŸāĻž āĻŦā§āϝāĻŦāĻšāĻžāϰ āĻ•āϰāĻž (Using Leveling Blocks or Dummies)
āĻāϟāĻŋ āĻ•āĻ‚āĻ•ā§āϰāĻŋāϟ āĻĸāĻžāϞāĻžāĻ‡ā§Ÿā§‡āϰ āϏāĻŽāϝāĻŧ āϞ⧇āϭ⧇āϞ āĻ āĻŋāĻ• āϰāĻžāĻ–āĻžāϰ āĻāĻ•āϟāĻŋ āĻ•āĻžāĻ°ā§āϝāĻ•āϰ⧀ āĻ•ā§ŒāĻļāϞāĨ¤

āĻĄāĻŋāϜāĻžāχāύ āĻ…āύ⧁āϝāĻžā§Ÿā§€ āĻ¸ā§āϞāĻžāĻŦ⧇āϰ āĻ•āĻžāĻ™ā§āĻ•ā§āώāĻŋāϤ āωāĻšā§āϚāϤāĻž āĻŽā§‡āĻĒ⧇, āĻ•āĻ‚āĻ•ā§āϰāĻŋāϟ āĻĸāĻžāϞāĻžāϰ āφāϗ⧇ āĻ¸ā§āϞāĻžāĻŦ⧇āϰ āωāĻĒāϰ āύāĻŋāĻ°ā§āĻĻāĻŋāĻˇā§āϟ āĻĻā§‚āϰāĻ¤ā§āĻŦ⧇ (āϏāĻžāϧāĻžāϰāĻŖāϤ ā§Š āĻĨ⧇āϕ⧇ ā§Ģ āĻĢ⧁āϟ āĻĒāϰ āĻĒāϰ) āϛ⧋āϟ āϛ⧋āϟ āĻ•āĻ‚āĻ•ā§āϰāĻŋāϟ āĻĒāĻžā§ŸāĻž āĻŦāĻž āĻĄāĻžāĻŽāĻŋ āϤ⧈āϰāĻŋ āĻ•āϰ⧇ āĻŦāϏāĻŋā§Ÿā§‡ āĻĻāĻŋāύāĨ¤

āĻāχ āĻĒāĻžā§ŸāĻžāϗ⧁āϞ⧋āϰ āωāĻšā§āϚāϤāĻž āĻāĻŽāύ āĻšāĻŦ⧇ āϝ⧇āύ āĻāϟāĻŋāχ āĻ¸ā§āϞāĻžāĻŦ⧇āϰ āĻšā§‚āĻĄāĻŧāĻžāĻ¨ā§āϤ āϟāĻĒ āϞ⧇āϭ⧇āϞ āύāĻŋāĻ°ā§āĻĻ⧇āĻļ āĻ•āϰ⧇āĨ¤

āĻĸāĻžāϞāĻžāĻ‡ā§Ÿā§‡āϰ āϏāĻŽā§Ÿ āϞ⧇āĻŦāĻžāϰāϰāĻž āĻāχ āĻĒāĻžā§ŸāĻžāϗ⧁āϞ⧋āϰ āϟāĻĒ āϏāĻžāϰāĻĢ⧇āϏ āĻĒāĻ°ā§āϝāĻ¨ā§āϤ āĻ•āĻ‚āĻ•ā§āϰāĻŋāϟ āĻ­āϰāĻžāϟ āĻ•āϰāĻŦ⧇ āĻāĻŦāĻ‚ āϞ⧇āϭ⧇āϞāĻŋāĻ‚ āϟ⧁āϞāϏ (āϝ⧇āĻŽāύ: āĻ•āĻžāϠ⧇āϰ āĻĒāĻžāϟāĻž) āĻĻāĻŋā§Ÿā§‡ āĻŸā§‡āύ⧇ āϏāĻŽāĻžāύ āĻ•āϰāĻŦ⧇āĨ¤

ā§Ģ. āĻĨāĻŋāĻ“āĻĄā§‹āϞāĻžāχāϟ āĻŦāĻž āĻŸā§‹āϟāĻžāϞ āĻ¸ā§āĻŸā§‡āĻļāύ (Theodolite or Total Station)
āĻ…āĻ¤ā§āϝāĻ¨ā§āϤ āĻŦ⧜ āĻāĻŦāĻ‚ āϜāϟāĻŋāϞ āĻ•āĻžāĻ āĻžāĻŽā§‹āϰ āϜāĻ¨ā§āϝ āĻāχ āφāϧ⧁āύāĻŋāĻ• āϝāĻ¨ā§āĻ¤ā§āϰāϗ⧁āϞ⧋ āĻŦā§āϝāĻŦāĻšāĻžāϰ āĻ•āϰāĻž āĻšā§ŸāĨ¤

āĻāχ āϝāĻ¨ā§āĻ¤ā§āϰāϗ⧁āϞāĻŋ āĻŦ⧇āĻžā§āϚāĻŽāĻžāĻ°ā§āϕ⧇āϰ āϏāĻžāĻĒ⧇āĻ•ā§āώ⧇ āĻĒā§āϰāϤāĻŋāϟāĻŋ āĻĒā§Ÿā§‡āĻ¨ā§āĻŸā§‡āϰ ā§ŠāĻĄāĻŋ āĻ¸ā§āĻĨāĻžāύāĻžāĻ™ā§āĻ• (3D Coordinates) āĻĒāϰāĻŋāĻŽāĻžāĻĒ āĻ•āϰ⧇āĨ¤

āϏāĻžāχāĻŸā§‡āϰ āϞ⧇āϭ⧇āϞ āϟāĻžāĻ°ā§āϗ⧇āϟ āϞ⧇āϭ⧇āϞ⧇āϰ (Design Level) āϏāĻžāĻĨ⧇ āĻŽāĻŋāϞāϛ⧇ āĻ•āĻŋāύāĻž āϤāĻž āϖ⧁āĻŦāχ āύāĻŋāĻ°ā§āϭ⧁āϞāĻ­āĻžāĻŦ⧇ āĻĒāϰ⧀āĻ•ā§āώāĻž āĻ•āϰāĻž āϝāĻžā§ŸāĨ¤ āϝāĻĻāĻŋāĻ“ āĻāϟāĻŋ āϛ⧋āϟ āĻŦāĻžā§œāĻŋāϰ āĻ¸ā§āϞāĻžāĻŦ āĻšā§‡āϕ⧇āϰ āϜāĻ¨ā§āϝ āϖ⧁āĻŦ āĻŦ⧇āĻļāĻŋ āĻĒā§āϰāϚāϞāĻŋāϤ āύ⧟, āϤāĻŦ⧇ āύāĻŋāĻ°ā§āϭ⧁āϞāϤāĻžāϰ āϜāĻ¨ā§āϝ āϏ⧇āϰāĻžāĨ¤

āϗ⧁āϰ⧁āĻ¤ā§āĻŦāĻĒā§‚āĻ°ā§āĻŖ āϏāϤāĻ°ā§āĻ•āϤāĻž: āϞ⧇āϭ⧇āϞ āĻšā§‡āĻ• āĻ•āϰāĻž āωāϚāĻŋāϤ āϰāĻĄ āĻŦāĻžāρāϧāĻžāĻ‡ā§Ÿā§‡āϰ āφāϗ⧇ āĻāĻŦāĻ‚ āĻĒāϰ⧇āĻ“, āĻŦāĻŋāĻļ⧇āώ āĻ•āϰ⧇ āϰāĻĄ āĻŦāϏāĻžāύ⧋āϰ āĻĒāϰ⧇ āϕ⧋āύ⧋ āĻ…āĻ‚āĻļ āĻšā§‡āĻĒ⧇ āĻŦāϏ⧇ āϗ⧇āϞ⧋ āĻ•āĻŋāύāĻž āϤāĻž āύāĻŋāĻļā§āϚāĻŋāϤ āĻ•āϰāϤ⧇āĨ¤

05/10/2025

āϕ⧇āύ āϰāĻŋāĻ‚ āϰāĻĄ-āϕ⧇ 'āϟāĻžāχ' (Tie) āĻŦāϞāĻž āĻšā§Ÿ?
ā§§. āϞāĻ‚āĻ—āĻŋāϟāĻŋāωāĻĄāĻŋāύāĻžāϞ āϰāĻĄāϕ⧇ āĻ¸ā§āĻĨāĻŋāϰ āϰāĻžāĻ–āĻž (Holding Longitudinal Bars):

āĻāĻ•āϟāĻŋ āĻ•āϞāĻžāĻŽā§‡ āĻ­āĻžāĻ°ā§āϟāĻŋāĻ•ā§āϝāĻžāϞāĻŋ āĻŦāĻž āϞāĻŽā§āĻŦāĻžāϞāĻŽā§āĻŦāĻŋāĻ­āĻžāĻŦ⧇ āϝ⧇ āĻĒā§āϰāϧāĻžāύ āϰāĻĄāϗ⧁āϞ⧋ āĻĨāĻžāϕ⧇, āϟāĻžāχ āϰāĻĄ āϏ⧇āχāϗ⧁āϞ⧋āϕ⧇ āϏāĻŦ āĻĻāĻŋāĻ• āĻĨ⧇āϕ⧇ āĻŦ⧇āρāϧ⧇ āĻŦāĻž "āϟāĻžāχ" āĻ•āϰ⧇ āϰāĻžāϖ⧇āĨ¤ āĻāϰ āĻĢāϞ⧇ āϰāĻĄāϗ⧁āϞ⧋ āĻ•āĻ‚āĻ•ā§āϰāĻŋāϟ āĻĸāĻžāϞāĻžāϰ āϏāĻŽāϝāĻŧ āĻŦāĻž āĻĒāϰāĻŦāĻ°ā§āϤ⧀āϤ⧇ āϞ⧋āĻĄ āύ⧇āĻ“ā§ŸāĻžāϰ āϏāĻŽā§Ÿ āĻ¸ā§āĻĨāĻžāύāĻšā§āϝ⧁āϤ āĻšāϤ⧇ āĻĒāĻžāϰ⧇ āύāĻžāĨ¤

⧍. āĻŦāĻ•āϞāĻŋāĻ‚ āĻĒā§āϰāϤāĻŋāϰ⧋āϧ (Preventing Buckling):

āĻ•āϞāĻžāĻŽā§‡āϰ āωāĻĒāϰ āϝāĻ–āύ āĻ•āĻŽā§āĻĒā§āϰ⧇āϏāĻŋāĻ­ āϞ⧋āĻĄ (Compressive Load) āĻŦāĻž āϚāĻžāĻĒ āφāϏ⧇, āϤāĻ–āύ āϭ⧇āϤāϰ⧇āϰ āϞāĻŽā§āĻŦāĻžāϞāĻŽā§āĻŦāĻŋ āϰāĻĄāϗ⧁āϞ⧋ āϚāĻžāĻĒ āϏāĻžāĻŽāϞāĻžāϤ⧇ āĻ—āĻŋā§Ÿā§‡ āĻŦāĻžāχāϰ⧇āϰ āĻĻāĻŋāϕ⧇ āĻŦ⧇āρāϕ⧇ āϝāĻžāĻ“āϝāĻŧāĻžāϰ āĻŦāĻž āĻŦāĻ•āϞāĻŋāĻ‚ (Buckling) āĻšāĻ“ā§ŸāĻžāϰ āĻĒā§āϰāĻŦāĻŖāϤāĻž āĻĻ⧇āĻ–āĻžā§ŸāĨ¤

āϟāĻžāχ āϰāĻĄ āĻāχ āĻŦāĻ•āϞāĻŋāĻ‚ āĻšāĻ“ā§ŸāĻž āĻĒā§āϰāϤāĻŋāϰ⧋āϧ āĻ•āϰ⧇āĨ¤ āĻāϟāĻŋ āϰāĻĄāϗ⧁āϞ⧋āϕ⧇ āĻļāĻ•ā§āϤāĻ­āĻžāĻŦ⧇ āϧāϰ⧇ āϰāĻžāϖ⧇, āϝ⧇āύ āϚāĻžāĻĒ āĻāϞ⧇āĻ“ āϤāĻžāϰāĻž āϭ⧇āϤāϰ⧇āϰ āĻĻāĻŋāϕ⧇ āĻŦāĻž āĻŦāĻžāχāϰ⧇āϰ āĻĻāĻŋāϕ⧇ āĻŦ⧇āϰāĻŋā§Ÿā§‡ āϝ⧇āϤ⧇ āύāĻž āĻĒāĻžāϰ⧇āĨ¤

ā§Š. āĻļā§‡ā§ŸāĻžāϰ āĻļāĻ•ā§āϤāĻŋ āĻŦ⧃āĻĻā§āϧāĻŋ (Increasing Shear Strength):

āϝāĻĻāĻŋāĻ“ āϟāĻžāχ āϰāĻĄā§‡āϰ āĻĒā§āϰāϧāĻžāύ āĻ•āĻžāϜ āĻŦāĻ•āϞāĻŋāĻ‚ āĻĒā§āϰāϤāĻŋāϰ⧋āϧ āĻ•āϰāĻž, āϤāĻŦ⧇ āĻāϟāĻŋ āĻ•āϞāĻžāĻŽā§‡āϰ āĻļā§‡ā§ŸāĻžāϰ āĻļāĻ•ā§āϤāĻŋ (Shear Strength) āĻŦ⧃āĻĻā§āϧāĻŋ āĻ•āϰāϤ⧇āĻ“ āϏāĻžāĻšāĻžāĻ¯ā§āϝ āĻ•āϰ⧇, āĻŦāĻŋāĻļ⧇āώ āĻ•āϰ⧇ āĻ­ā§‚āĻŽāĻŋāĻ•āĻŽā§āĻĒ āĻŦāĻž āφāύ⧁āĻ­ā§‚āĻŽāĻŋāĻ• āϞ⧋āĻĄā§‡āϰ (Horizontal Load) āϏāĻŽā§ŸāĨ¤

ā§Ē. āĻ•āĻ‚āĻ•ā§āϰāĻŋāϟāϕ⧇ āϧāϰ⧇ āϰāĻžāĻ–āĻž (Confining the Concrete):

āϞ⧋āĻĄ āĻŦ⧇āĻļāĻŋ āĻšāϞ⧇ āĻ•āϞāĻžāĻŽā§‡āϰ āϭ⧇āϤāϰ⧇āϰ āĻ•āĻ‚āĻ•ā§āϰāĻŋāϟ āĻĢ⧇āĻŸā§‡ āĻ—āĻŋā§Ÿā§‡ āĻŦāĻžāχāϰ⧇āϰ āĻĻāĻŋāϕ⧇ āĻ›ā§œāĻŋā§Ÿā§‡ āϝ⧇āϤ⧇ āϚāĻžā§ŸāĨ¤

āϟāĻžāχ āϰāĻĄ āĻāĻ•āϟāĻŋ āĻļāĻ•ā§āϤ "āĻ˜ā§‡āϰ" āĻŦāĻž āĻ•āύāĻĢāĻžāχāύāĻŋāĻ‚ āĻŽā§‡āĻ•āĻžāύāĻŋāϜāĻŽ (Confining Mechanism) āϤ⧈āϰāĻŋ āĻ•āϰ⧇ āĻ•āĻ‚āĻ•ā§āϰāĻŋāϟāϕ⧇ āϭ⧇āϤāϰ⧇āϰ āĻĻāĻŋāϕ⧇ āϚāĻžāĻĒ āĻĻāĻŋā§Ÿā§‡ āϰāĻžāϖ⧇āĨ¤ āĻāϰ āĻĢāϞ⧇ āĻ•āϞāĻžāĻŽā§‡āϰ āĻļāĻ•ā§āϤāĻŋ (Strength) āĻāĻŦāĻ‚ āĻ¸ā§āĻĨāĻžāϝāĻŧāĻŋāĻ¤ā§āĻŦ (Ductility) āĻĻ⧁āĻŸā§‹āχ āĻŦāĻžā§œā§‡āĨ¤

āϏāĻ‚āĻ•ā§āώ⧇āĻĒ⧇: āϰāĻŋāĻ‚ āϰāĻĄā§‡āϰ āĻ•āĻžāϜ āĻšāϞ⧋ āĻ•āϞāĻžāĻŽā§‡āϰ āϭ⧇āϤāϰ⧇āϰ āϰāĻĄ āĻ“ āĻ•āĻ‚āĻ•ā§āϰāĻŋāϟāϕ⧇ āĻāĻ•āĻ¤ā§āϰ⧇ āĻļāĻ•ā§āϤāĻ­āĻžāĻŦ⧇ "āĻŦ⧇āρāϧ⧇ āϰāĻžāĻ–āĻž" āĻŦāĻž "āϟāĻžāχ āĻ•āϰ⧇ āϰāĻžāĻ–āĻž", āϤāĻžāχ āĻāϰ āύāĻžāĻŽāĻ•āϰāĻŖ āĻšā§Ÿā§‡āϛ⧇ āϟāĻžāχ (Tie)āĨ¤

08/09/2025

M20 concrete is a nominal mix concrete (commonly used in RCC works) where the characteristic compressive strength of the concrete is 20 MPa (megapascals) or about 2900 psi, measured at 28 days of curing on a standard cube (150 mm × 150 mm × 150 mm).

Here’s the breakdown:

M → Mix

20 → Compressive strength in N/mm² (or MPa) after 28 days.

👉 Typical Mix Ratio (by volume, nominal mix):

Cement : Sand : Coarse Aggregate = 1 : 1.5 : 3

👉 Uses of M20 Concrete:

RCC slabs, beams, columns in residential & commercial buildings

Foundations & footings

Moderate strength structural works

âš ī¸ For large or important structures, design mix (not just nominal ratio) is preferred, where the proportions are decided based on lab tests to achieve the required strength and workability.

08/09/2025

M20 āĻ•āĻ‚āĻ•ā§āϰāĻŋāϟ āĻŦāϞāϤ⧇ āϕ⧀ āĻŦā§‹āĻāĻžā§Ÿ?

āĻāĻ–āĻžāύ⧇ M āĻŽāĻžāύ⧇ Mix (Concrete Mix)

āφāϰ 20 āĻŽāĻžāύ⧇ 28 āĻĻāĻŋāύ āĻ•āĻŋāωāϰāĻŋāĻ‚ āĻļ⧇āώ⧇ āĻ•āĻ‚āĻ•ā§āϰāĻŋāĻŸā§‡āϰ Characteristic Compressive Strength āĻšāĻŦ⧇ 20 N/mm² (20 āĻŽā§‡āĻ—āĻž āĻĒā§āϝāĻžāϏāĻ•āĻžāϞ)āĨ¤

āĻŽāĻžāύ⧇:

āϝāĻĻāĻŋ ā§§ā§Ģā§Ļ āĻŽāĻŋāĻŽāĻŋ × ā§§ā§Ģā§Ļ āĻŽāĻŋāĻŽāĻŋ × ā§§ā§Ģā§Ļ āĻŽāĻŋāĻŽāĻŋ āĻ•āĻ‚āĻ•ā§āϰāĻŋāϟ āĻ•āĻŋāωāĻŦ āĻŦāĻžāύāĻŋā§Ÿā§‡ ā§¨ā§Ž āĻĻāĻŋāύ āĻĒāϰ āĻŸā§‡āĻ¸ā§āϟ āĻ•āϰāĻž āĻšā§Ÿ, āϤāĻžāĻšāϞ⧇ āĻ—āĻĄāĻŧ⧇ āϤāĻžāϰ āϚāĻžāĻĒ āϏāĻšā§āϝ āĻ•āϰāĻžāϰ āĻ•ā§āώāĻŽāϤāĻž (compressive strength) āĻšāĻŦ⧇ 20 āύāĻŋāωāϟāύ/āĻŽāĻŋ.āĻŽāĻŋ.² āĻŦāĻž 20 MPaāĨ¤

M20 āĻ•āĻ‚āĻ•ā§āϰāĻŋāĻŸā§‡āϰ Mix Ratio (Nominal Mix):

IS 456:2000 āĻ…āύ⧁āϝāĻžā§Ÿā§€ M20 āĻšāϞ⧋ āϏāĻ°ā§āĻŦāύāĻŋāĻŽā§āύ Reinforced Concrete (RCC) āĻāϰ āϜāĻ¨ā§āϝ āĻŦā§āϝāĻŦāĻšā§ƒāϤ āĻ—ā§āϰ⧇āĻĄāĨ¤
āϏāĻžāϧāĻžāϰāĻŖāϤ āĻāϰ āĻ…āύ⧁āĻĒāĻžāϤ āĻšā§Ÿ –

Cement : Sand : Coarse Aggregate = 1 : 1.5 : 3

āĻ…āĻ°ā§āĻĨāĻžā§Ž,

ā§§ āĻ­āĻžāĻ— āϏāĻŋāĻŽā§‡āĻ¨ā§āϟ

ā§§.ā§Ģ āĻ­āĻžāĻ— āĻŦāĻžāϞāĻŋ

ā§Š āĻ­āĻžāĻ— āĻĒāĻžāĻĨāϰ

(āĻĒāĻžāύāĻŋ āĻĻ⧇āĻ“ā§ŸāĻž āĻšā§Ÿ W/C ratio āĻ…āύ⧁āϝāĻžā§Ÿā§€, āϏāĻžāϧāĻžāϰāĻŖāϤ 0.45–0.55 āĻāϰ āĻŽāĻ§ā§āϝ⧇)

👉 āϏāĻ‚āĻ•ā§āώ⧇āĻĒ⧇: M20 āĻ•āĻ‚āĻ•ā§āϰāĻŋāϟ āĻŽāĻžāύ⧇ āĻšāϞ⧋ āĻāĻŽāύ āĻ•āĻ‚āĻ•ā§āϰāĻŋāϟ, āϝāĻžāϰ 28 āĻĻāĻŋāύ āĻĒāϰ āϚāĻžāĻĒ āϏāĻšā§āϝ āĻ•āϰāĻžāϰ āĻ•ā§āώāĻŽāϤāĻž 20 MPa āĻšāĻŦ⧇, āφāϰ āϝāĻžāϰ āĻŽāĻŋāĻļā§āϰāϪ⧇āϰ āĻ…āύ⧁āĻĒāĻžāϤ 1:1.5:3āĨ¤

26/08/2025

✅ Aggregate Tests (IS / ASTM āĻ…āύ⧁āϝāĻžā§Ÿā§€)

1. Sieve Analysis (Grain Size Distribution Test)
👉 āωāĻĻā§āĻĻ⧇āĻļā§āϝ: Fine āĻ“ Coarse Aggregate āĻāϰ gradation āĻŦ⧇āϰ āĻ•āϰāĻžāĨ¤

2. Specific Gravity & Water Absorption Test
👉 Aggregate āĻāϰ density āĻ“ pore volume āĻŦā§‹āĻāĻžāϰ āϜāĻ¨ā§āϝāĨ¤

3. Aggregate Crushing Value (ACV) Test
👉 Aggregate āĻ•āϤāϟāĻž compressive load āϏāĻšā§āϝ āĻ•āϰāϤ⧇ āĻĒāĻžāϰ⧇, āϤāĻž āύāĻŋāĻ°ā§āϪ⧟āĨ¤

4. Aggregate Impact Value (AIV) Test
👉 Aggregate-āĻāϰ toughness (sudden impact āϏāĻšā§āϝ āĻ•āϰāĻžāϰ āĻ•ā§āώāĻŽāϤāĻž) āύāĻŋāĻ°ā§āϪ⧟āĨ¤
5. Los Angeles Abrasion Test
👉 Aggregate-āĻāϰ hardness āĻāĻŦāĻ‚ abrasion resistance āύāĻŋāĻ°ā§āϪ⧟āĨ¤

6. Flakiness & Elongation Index Test
👉 Aggregate āĻāϰ shape āύāĻŋāĻ°ā§āϪ⧟ (flaky āĻŦāĻž elongated āĻ•āϤāϟāĻž)āĨ¤

7. Soundness Test
👉 Aggregate āĻāϰ durability āĻĒāϰ⧀āĻ•ā§āώāĻž āĻ•āϰāĻž āĻšā§Ÿ, āĻ…āĻ°ā§āĻĨāĻžā§Ž repeated weathering (Na₂SO₄, MgSO₄ solution-āĻ) āĻāϰ āĻĒāϰ āĻ•ā§āώ⧟ āĻšā§Ÿ āĻ•āĻŋāύāĻžāĨ¤

8. Bulking of Sand Test (Fine Aggregate āĻāϰ āϜāĻ¨ā§āϝ)
👉 Moisture presence āĻāϰ āĻ•āĻžāϰāϪ⧇ sand-āĻāϰ volume āĻŦ⧃āĻĻā§āϧāĻŋ āĻĒāĻžā§Ÿ āĻ•āĻŋāύāĻž āϤāĻž āĻŽāĻžāĻĒāĻž āĻšā§ŸāĨ¤

9. Deleterious Materials Test
👉 Aggregate āĻ clay, silt, organic matter, coal āχāĻ¤ā§āϝāĻžāĻĻāĻŋ āĻ•ā§āώāϤāĻŋāĻ•āϰ āωāĻĒāĻžāĻĻāĻžāύ āφāϛ⧇ āĻ•āĻŋāύāĻž āϤāĻž āĻĒāϰ⧀āĻ•ā§āώāĻžāĨ¤

26/08/2025

Civil Engineering āĻ…āύ⧁āϝāĻžā§Ÿā§€ Aggregate āĻšāĻšā§āϛ⧇ āĻ•āĻ‚āĻ•ā§āϰāĻŋāϟ āĻ“ āϰāĻžāĻ¸ā§āϤāĻžāϰ āĻ•āĻžāĻœā§‡āϰ āϏāĻŦāĻšā§‡ā§Ÿā§‡ āϗ⧁āϰ⧁āĻ¤ā§āĻŦāĻĒā§‚āĻ°ā§āĻŖ āωāĻĒāĻ•āϰāĻŖāϗ⧁āϞ⧋āϰ āĻāĻ•āϟāĻŋāĨ¤ āĻāϟāĻŋ āĻŽā§‚āϞāϤ āĻ­āĻžāĻ™āĻž āĻĒāĻžāĻĨāϰ, āĻ—ā§āϰāĻžāϭ⧇āϞ, āĻŦāĻžāϞāĻŋ āĻŦāĻž āĻ…āĻ¨ā§āϝ āĻĻāĻžāύāĻžāĻĻāĻžāϰ āωāĻĒāĻžāĻĻāĻžāύ āϝāĻž āϏāĻŋāĻŽā§‡āĻ¨ā§āϟ āĻ“ āĻĒāĻžāύāĻŋāϰ āϏāĻžāĻĨ⧇ āĻŽāĻŋāĻļ⧇ Concrete āĻŦāĻž Mortar āϤ⧈āϰāĻŋ āĻ•āϰ⧇āĨ¤

🔹 Aggregate āĻāϰ āĻĒā§āϰāĻ•āĻžāϰāϭ⧇āĻĻ

***Size āĻ…āύ⧁āϝāĻžā§Ÿā§€:

1. Fine Aggregate:

4.75 mm āĻ›āĻžāρāĻ•āύāĻŋāϰ āύāĻŋāĻšā§‡ āϝāĻžā§Ÿ

āϝ⧇āĻŽāĻ¨â€”āĻŦāĻžāϞāĻŋ, crushed sand

2. Coarse Aggregate:

4.75 mm āĻāϰ āωāĻĒāϰ⧇

āϝ⧇āĻŽāĻ¨â€”āĻ­āĻžāĻ™āĻž āĻĒāĻžāĻĨāϰ (chips), āĻ—ā§āϰāĻžāϭ⧇āϞ

**Source āĻ…āύ⧁āϝāĻžā§Ÿā§€:

1.Natural Aggregate: āύāĻĻā§€āϰ āĻŦāĻžāϞāĻŋ, āĻ—ā§āϰāĻžāϭ⧇āϞ, āĻ•ā§‹ā§ŸāĻžāϰāĻŋ āĻĨ⧇āϕ⧇ āĻĒāĻžāĻ“ā§ŸāĻž āĻĒāĻžāĻĨāϰ

2. Artificial Aggregate: blast furnace slag, broken brick, expanded clay āχāĻ¤ā§āϝāĻžāĻĻāĻŋ

***Shape āĻ…āύ⧁āϝāĻžā§Ÿā§€:

1.Rounded Aggregate: river gravel → āĻŦ⧇āĻļāĻŋ workability, āĻ•āĻŽ strength

2.Angular Aggregate: āĻ­āĻžāĻ™āĻž āĻĒāĻžāĻĨāϰ → āĻŦ⧇āĻļāĻŋ strength, āĻ•āĻŽ workability

3.Flaky & Elongated Aggregate: āϖ⧁āĻŦ āϞāĻŽā§āĻŦāĻžāĻŸā§‡ āĻŦāĻž āĻĒāĻžāϤāϞāĻž → āĻ•āĻ‚āĻ•ā§āϰāĻŋāĻŸā§‡āϰ strength āĻ•āĻŽāĻžā§Ÿ

🔹 Aggregate āĻāϰ Properties (āϗ⧁āĻŖāĻžāϗ⧁āĻŖ)

1.Strength: āϝāĻĨ⧇āĻˇā§āϟ āĻļāĻ•ā§āϤ āĻšāϤ⧇ āĻšāĻŦ⧇ āϝāĻžāϤ⧇ āĻ•āĻ‚āĻ•ā§āϰāĻŋāĻŸā§‡ āϚāĻžāĻĒ āϏāĻšā§āϝ āĻ•āϰāϤ⧇ āĻĒāĻžāϰ⧇

2.Durability: weathering, chemical action āϏāĻšā§āϝ āĻ•āϰāϤ⧇ āĻšāĻŦ⧇

3.Shape & Texture: Angular āĻšāϞ⧇ bond āĻ­āĻžāϞ⧋ āĻšā§Ÿ

4.Specific Gravity: āϏāĻžāϧāĻžāϰāĻŖāϤ 2.6 – 2.9

5.Water Absorption: < 2% āĻšāĻ“ā§ŸāĻž āĻ­āĻžāϞ⧋

6.Cleanliness: āϧ⧁āϞ⧋, āĻŽāĻžāϟāĻŋ, organic matter āĻŽā§āĻ•ā§āϤ āĻšāϤ⧇ āĻšāĻŦ⧇

🔹 Concrete āĻ Aggregate āĻāϰ āĻ­ā§‚āĻŽāĻŋāĻ•āĻž

1.āĻ•āĻ‚āĻ•ā§āϰāĻŋāĻŸā§‡āϰ bulk (āĻ­āϰ) āϤ⧈āϰāĻŋ āĻ•āϰ⧇

2.Strength āĻŦ⧃āĻĻā§āϧāĻŋ āĻ•āϰ⧇

3.Shrinkage āĻ•āĻŽāĻžā§Ÿ

👉 āĻāĻ• āĻ•āĻĨāĻžā§Ÿ, Aggregate āĻšāϞ⧋ āĻ•āĻ‚āĻ•ā§āϰāĻŋāĻŸā§‡āϰ skeletonāĨ¤ Cement paste āĻļ⧁āϧ⧁ binder āĻšāĻŋāϏ⧇āĻŦ⧇ āĻ•āĻžāϜ āĻ•āϰ⧇āĨ¤

24/08/2025

Cast in Situ āĻĒāĻžāχāϞ⧇āϰ Borehole Wash ( āĻ…āĻ°ā§āĻĨāĻžā§Ž āĻŦā§‹āϰāĻšā§‹āϞ⧇āϰ āϭ⧇āϤāϰ⧇āϰ āĻĄā§āϰāĻŋāϞāĻŋāĻ‚ āĻĢā§āϞ⧁āχāĻĄ āĻŦāĻž āĻŦ⧇āĻ¨ā§āĻŸā§‹āύāĻžāχāϟ āĻ¸ā§āϞāĻžāϰāĻŋ āĻĒāϰāĻŋāĻˇā§āĻ•āĻžāϰ āĻ…āĻŦāĻ¸ā§āĻĨāĻžā§Ÿ āφāϛ⧇ āĻ•āĻŋāύāĻž) āϤāĻž āύāĻŋāĻļā§āϚāĻŋāϤ āĻšāϤ⧇ āϏāĻžāϧāĻžāϰāĻŖāϤ āĻ•āĻŋāϛ⧁ Slurry Quality Test āĻ•āϰāĻž āĻšā§ŸāĨ¤ āĻāϰ āĻŽāĻ§ā§āϝ⧇ āĻ…āĻ¨ā§āϝāϤāĻŽ āĻšāĻšā§āϛ⧇ Viscosity TestāĨ¤

🔹 Viscosity Test āĻ•āĻŋ?

Viscosity āĻŽāĻžāύ⧇ āĻšāϞ⧋ āϤāϰāϞ⧇āϰ āϘāύāĻ¤ā§āĻŦ āĻŦāĻž āĻĒā§āϰāĻŦāĻžāĻšā§‡āϰ āĻĒā§āϰāϤāĻŋāϰ⧋āϧ āĻ•ā§āώāĻŽāϤāĻžāĨ¤

āĻŦā§‹āϰāĻšā§‹āϞ⧇āϰ āϭ⧇āϤāϰ⧇ āϝ⧇ āĻŦ⧇āĻ¨ā§āĻŸā§‹āύāĻžāχāϟ āĻ¸ā§āϞāĻžāϰāĻŋ / drilling mud āĻŦā§āϝāĻŦāĻšāĻžāϰ āĻ•āϰāĻž āĻšā§Ÿ, āϤāĻžāϰ Viscosity āĻ āĻŋāĻ•āĻŽāϤ⧋ āĻĨāĻžāĻ•āϞ⧇ āϏ⧇āϟāĻŋ borehole collapse āĻšāϤ⧇ āĻĻ⧇āĻŦ⧇ āύāĻž āĻāĻŦāĻ‚ cuttings (āĻŽāĻžāϟāĻŋ/āĻŦāĻžāϞāĻŋ) āωāĻĒāϰ⧇ āϤ⧁āϞ⧇ āφāύāϤ⧇ āĻĒāĻžāϰāĻŦ⧇āĨ¤

āĻŦ⧇āĻļāĻŋ Viscosity āĻšāϞ⧇ borehole clog āĻšā§Ÿā§‡ āϝ⧇āϤ⧇ āĻĒāĻžāϰ⧇, āφāĻŦāĻžāϰ āĻ•āĻŽ āĻšāϞ⧇ borehole wall āϧāϏ⧇ āĻĒ⧜āϤ⧇ āĻĒāĻžāϰ⧇āĨ¤

🔹 āĻ•āĻŋāĻ­āĻžāĻŦ⧇ Test āĻ•āϰāĻž āĻšā§Ÿ?

āϏāĻžāϧāĻžāϰāĻŖāϤ Marsh Funnel Viscosity Test āĻŦā§āϝāĻŦāĻšāĻžāϰ āĻ•āϰāĻž āĻšā§ŸāĨ¤

āĻāĻ•āϟāĻŋ standard funnel (capacity: 1500 ml) āĻĻāĻŋā§Ÿā§‡ slurry āĻŦ⧇āϰ āĻšāϤ⧇ āĻ•āϤ āϏāĻŽā§Ÿ āϞāĻžāϗ⧇ āϤāĻž āĻŽāĻžāĻĒāĻž āĻšā§ŸāĨ¤

āĻāχ āϏāĻŽā§ŸāϟāĻžāχ slurry-āϰ viscosity āύāĻŋāĻ°ā§āĻĻ⧇āĻļ āĻ•āϰ⧇āĨ¤

Formula āύ⧟, āϏāϰāĻžāϏāϰāĻŋ reading āĻ¨ā§‡ā§ŸāĻž āĻšā§Ÿ:

Clean water → āĻĒā§āϰāĻžā§Ÿ 26 Âą 0.5 seconds āϞāĻžāϗ⧇ (standard)āĨ¤

Bentonite slurry → āϏāĻžāϧāĻžāϰāĻŖāϤ 32 – 50 seconds āĻāϰ āĻŽāĻ§ā§āϝ⧇ āĻšāϤ⧇ āĻšā§Ÿ (pile construction āĻāϰ āϜāĻ¨ā§āϝ acceptable range)āĨ¤

🔹 Borehole Wash āĻ āĻŋāĻ• āφāϛ⧇ āĻ•āĻŋāύāĻž āĻŦā§‹āĻāĻž āϝāĻžā§Ÿ āĻ•āĻŋāĻ­āĻžāĻŦ⧇?

Density Test (Mud balance) – āĻŦā§‹āϰāĻšā§‹āϞ⧇ wash proper āĻšāϞ⧇ density normal āĻĨāĻžāĻ•āĻŦ⧇ (≈ 1.05 – 1.15 gm/cc)āĨ¤

Viscosity Test (Marsh Funnel) – slurry āĻāϰ flow time āύāĻŋāĻ°ā§āĻĻāĻŋāĻˇā§āϟ range āĻāϰ āĻŽāĻ§ā§āϝ⧇ āĻĨāĻžāĻ•āϤ⧇ āĻšāĻŦ⧇āĨ¤

Sand Content Test – slurry āϤ⧇ sand % āĻ•āĻŽ āĻšāϤ⧇ āĻšāĻŦ⧇ (< 4%)āĨ¤

pH Test – slurry āĻāϰ pH āĻĒā§āϰāĻžā§Ÿ 9–11 āĻšāĻ“ā§ŸāĻž āωāϚāĻŋāϤāĨ¤

āĻāχ āĻŸā§‡āĻ¸ā§āϟāϗ⧁āϞ⧋ āĻŽāĻŋāϞāĻŋā§Ÿā§‡ āĻĻ⧇āĻ–āĻž āĻšā§Ÿ Borehole Wash āĻŦāĻž Slurry condition āĻ āĻŋāĻ• āφāϛ⧇ āĻ•āĻŋāύāĻžāĨ¤

✅ āϤāĻžāχ, Viscosity Test āĻšāϞ⧋ slurry (bentonite) āĻāϰ āĻĒā§āϰāĻŦāĻžāĻšāĻ•ā§āώāĻŽāϤāĻž āϝāĻžāϚāĻžāĻ‡ā§Ÿā§‡āϰ āĻāĻ•āϟāĻŋ Test, āϝāĻž āύāĻŋāĻļā§āϚāĻŋāϤ āĻ•āϰ⧇ Borehole Wash āĻ āĻŋāĻ• āφāϛ⧇ āĻ•āĻŋāύāĻžāĨ¤

🔹 Explanation:

Density:

āĻŦ⧇āĻļāĻŋ āĻšāϞ⧇ āĻŦā§‹āĻāĻžā§Ÿ slurry āϤ⧇ āĻŦ⧇āĻļāĻŋ cuttings āĻŦāĻž sand āφāϛ⧇ → borehole clean āĻšā§ŸāύāĻŋāĨ¤

āĻ•āĻŽ āĻšāϞ⧇ borehole collapse āĻšāϤ⧇ āĻĒāĻžāϰ⧇āĨ¤

Viscosity:

āϏāĻ āĻŋāĻ• viscosity āĻĨāĻžāĻ•āϞ⧇ slurry borehole wall āϕ⧇ stabilize āĻ•āϰāĻŦ⧇ āĻāĻŦāĻ‚ cuttings āϤ⧁āϞāϤ⧇ āĻĒāĻžāϰāĻŦ⧇āĨ¤

pH:

ā§¯â€“ā§§ā§§ āĻāϰ āĻŽāĻ§ā§āϝ⧇ āĻĨāĻžāĻ•āϤ⧇ āĻšāĻŦ⧇ āϝāĻžāϤ⧇ āĻŦ⧇āĻ¨ā§āĻŸā§‹āύāĻžāχāϟ āĻ•āĻžāĻ°ā§āϝāĻ•āϰ āĻĨāĻžāϕ⧇ āĻāĻŦāĻ‚ cement setting āĻ āϏāĻŽāĻ¸ā§āϝāĻž āύāĻž āĻ•āϰ⧇āĨ¤

Sand Content:

ā§Ē% āĻāϰ āĻŦ⧇āĻļāĻŋ āĻšāϞ⧇ āĻŦā§‹āĻāĻžā§Ÿ borehole wash āĻĒāϰāĻŋāĻˇā§āĻ•āĻžāϰ āĻšā§ŸāύāĻŋ, concrete āĻāϰ āϏāĻžāĻĨ⧇ slurry āĻŽāĻŋāĻļ⧇ quality āĻ–āĻžāϰāĻžāĻĒ āĻ•āϰāĻŦ⧇āĨ¤

Fluid Loss:

āĻŦ⧇āĻļāĻŋ āĻšāϞ⧇ borehole wall āĻĨ⧇āϕ⧇ āĻĒāĻžāύāĻŋ āϚāϞ⧇ āϝāĻžāĻŦ⧇ → collapse āĻāϰ āĻā§āρāĻ•āĻŋāĨ¤

👉 āĻ…āĻ°ā§āĻĨāĻžā§Ž Borehole āĻ Slurry Test āĻĒāĻžāϏ āĻ•āϰāϞ⧇ āύāĻŋāĻļā§āϚāĻŋāϤ āĻšāĻ“ā§ŸāĻž āϝāĻžā§Ÿ āϝ⧇ Wash āϏāĻ āĻŋāĻ•āĻ­āĻžāĻŦ⧇ āĻšā§Ÿā§‡āϛ⧇ āĻāĻŦāĻ‚ āĻ•āĻ‚āĻ•ā§āϰāĻŋāϟāĻŋāĻ‚ā§Ÿā§‡āϰ āϜāĻ¨ā§āϝ borehole āĻĒā§āϰāĻ¸ā§āϤ⧁āϤāĨ¤

Photos from Became a civil Engineer's post 23/08/2025

āĻ“ā§ŸāĻžāϟāĻžāϰ āϏāĻŋāĻŽā§‡āĻ¨ā§āϟ āϰ⧇āĻļāĻŋāĻ“ (Water-Cement Ratio āĻŦāĻž W/C ratio) āĻšāϞ⧋ āĻ•āĻ‚āĻ•ā§āϰāĻŋāĻŸā§‡ āĻŦā§āϝāĻŦāĻšā§ƒāϤ āĻĒāĻžāύāĻŋāϰ āĻĒāϰāĻŋāĻŽāĻžāĻŖ āĻ“ āϏāĻŋāĻŽā§‡āĻ¨ā§āĻŸā§‡āϰ āĻĒāϰāĻŋāĻŽāĻžāϪ⧇āϰ āĻ…āύ⧁āĻĒāĻžāϤāĨ¤

āϗ⧁āϰ⧁āĻ¤ā§āĻŦ:

**āĻļāĻ•ā§āϤāĻŋ (Strength):

1.āĻ•āĻŽ āĻĒāĻžāύāĻŋ ⇒ āĻŦ⧇āĻļāĻŋ āĻļāĻ•ā§āϤāĻŋāĻļāĻžāϞ⧀ āĻ•āĻ‚āĻ•ā§āϰāĻŋāϟ

2.āĻŦ⧇āĻļāĻŋ āĻĒāĻžāύāĻŋ ⇒ āĻ•āĻŽ āĻļāĻ•ā§āϤāĻŋāĻļāĻžāϞ⧀ āĻ•āĻ‚āĻ•ā§āϰāĻŋāϟ

**āĻ“ā§ŸāĻžāĻ°ā§āϕ⧇āĻŦāĻŋāϞāĻŋāϟāĻŋ (Workability):

1.āĻŦ⧇āĻļāĻŋ āĻĒāĻžāύāĻŋ ⇒ āĻ•āĻ‚āĻ•ā§āϰāĻŋāϟ āĻĸāĻžāϞāĻžāχ āĻ“ āĻ•āĻžāϜ āĻ•āϰāĻž āϏāĻšāϜ āĻšā§Ÿ

2.āĻ•āĻŽ āĻĒāĻžāύāĻŋ ⇒ āĻ•āĻžāϜ āĻ•āϰāĻž āĻ•āĻ āĻŋāύ āĻšā§Ÿ

**āĻĻā§€āĻ°ā§āϘāĻ¸ā§āĻĨāĻžā§ŸāĻŋāĻ¤ā§āĻŦ (Durability):

āϏāĻ āĻŋāĻ• āĻ…āύ⧁āĻĒāĻžāϤ āĻ•āĻ‚āĻ•ā§āϰāĻŋāϟāϕ⧇ āĻŸā§‡āĻ•āϏāχ āĻ“ āĻĢāĻžāϟāϞāĻŽā§āĻ•ā§āϤ āϰāĻžāϖ⧇āĨ¤

āϏāĻžāϧāĻžāϰāĻŖ āĻŽāĻžāύ:

1.āϏāĻžāϧāĻžāϰāĻŖ āĻ•āĻ‚āĻ•ā§āϰāĻŋāϟ āĻ•āĻžāĻœā§‡āϰ āϜāĻ¨ā§āϝ: 0.40 – 0.60

2.āωāĻšā§āϚ āĻļāĻ•ā§āϤāĻŋāϰ āĻ•āĻ‚āĻ•ā§āϰāĻŋāĻŸā§‡āϰ āϜāĻ¨ā§āϝ: 0.35 – 0.45

3.āϖ⧁āĻŦ āĻŦ⧇āĻļāĻŋ āĻšāϞ⧇ (āϝ⧇āĻŽāύ >0.65) āĻ•āĻ‚āĻ•ā§āϰāĻŋāϟ āĻĻ⧁āĻ°ā§āĻŦāϞ āĻ“ āĻ›āĻŋāĻĻā§āϰāϝ⧁āĻ•ā§āϤ āĻšā§Ÿā§‡ āϝāĻžā§ŸāĨ¤

āĻŽā§‚āϞ āĻŦāĻŋāώ⧟āϗ⧁āϞ⧋

āĻ•āĻŽ W/C ratio ⇒ void āĻ•āĻŽ āĻšā§Ÿ ⇒ āĻļāĻ•ā§āϤāĻŋāĻļāĻžāϞ⧀ āĻ“ āĻŸā§‡āĻ•āϏāχ āĻ•āĻ‚āĻ•ā§āϰāĻŋāϟāĨ¤

āĻŦ⧇āĻļāĻŋ W/C ratio ⇒ āĻŦ⧇āĻļāĻŋ pore āϤ⧈āϰāĻŋ āĻšā§Ÿ ⇒ āĻĻ⧁āĻ°ā§āĻŦāϞ, permeability āĻŦ⧇āĻļāĻŋ āĻšā§ŸāĨ¤

āϤāĻŦ⧇ āϖ⧁āĻŦ āĻŦ⧇āĻļāĻŋ āĻ•āĻŽāĻŋā§Ÿā§‡ āĻĢ⧇āϞāϞ⧇āĻ“ (āϝ⧇āĻŽāύ 0.25–0.30) āĻ•āĻ‚āĻ•ā§āϰāĻŋāĻŸā§‡āϰ workability āĻ–āĻžāϰāĻžāĻĒ āĻšā§Ÿ, compaction āύāĻž āĻšāϞ⧇ strength āĻ•āĻŽā§‡ āϝāĻžā§ŸāĨ¤

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6201