Advanced Engineering

Advanced Engineering Building Design Consultant. Building Drawing, Design & Planning.

07/08/2026

āĻĸāĻžāĻ•āĻž āĻļāĻšāϰ⧇āϰ soil āϕ⧀ āĻŦāϞ⧇ āϜāĻžāύ⧇āύ? "āφāĻŽāĻžāϕ⧇ āĻŦāĻŋāĻļā§āĻŦāĻžāϏ āĻ•āϰ⧋ āύāĻžāĨ¤"

āĻĸāĻžāĻ•āĻž, āϚāĻŸā§āϟāĻ—ā§āϰāĻžāĻŽ, āϖ⧁āϞāύāĻž, āϏāĻŋāϞ⧇āĻŸâ€”āĻŦāĻžāĻ‚āϞāĻžāĻĻ⧇āĻļ⧇āϰ āĻĒā§āϰāĻžāϝāĻŧ āĻĒā§āϰāϤāĻŋāϟāĻŋ āĻļāĻšāϰ⧇āϰ āĻ­ā§‚āĻŽāĻŋ soft clay āĻāĻŦāĻ‚ fill material-āĻ āĻ­āϰāĻžāĨ¤ āĻāĻ–āĻžāύ⧇ ā§Ŧ-āϤāϞāĻžāϰ āωāĻĒāϰ⧇ āϝ⧇āϕ⧋āύ⧋ āĻ­āĻŦāύ⧇āϰ āϜāĻ¨ā§āϝ pile foundation āĻĒā§āϰāĻžāϝāĻŧ āĻŦāĻžāĻ§ā§āϝāϤāĻžāĻŽā§‚āϞāĻ• āĻšāϝāĻŧ⧇ āωāϠ⧇āϛ⧇āĨ¤

āĻ•āĻŋāĻ¨ā§āϤ⧁ āĻŦāĻžāĻ¸ā§āϤāĻŦāϤāĻž āϕ⧀?

â€ē āĻ…āϧāĻŋāĻ•āĻžāĻ‚āĻļ Junior āĻāĻŦāĻ‚ Mid-level structural engineer pile foundation design-āϕ⧇ "geotechnical consultant-āĻāϰ āĻ•āĻžāϜ" āĻŽāύ⧇ āĻ•āϰ⧇ āĻāĻĄāĻŧāĻŋāϝāĻŧ⧇ āϝāĻžāύāĨ¤

āφāϰ āϏ⧇āĻ–āĻžāύ⧇āχ āϤ⧈āϰāĻŋ āĻšāϝāĻŧ āĻ•ā§āϝāĻžāϰāĻŋāϝāĻŧāĻžāϰ⧇āϰ āϏāĻŦāĻšā§‡āϝāĻŧ⧇ āĻŦāĻĄāĻŧ āĻĢāĻžāρāĻ•āĨ¤

āφāĻĒāύāĻŋ āĻ•āĻŋ āĻāχ āĻĒāϰāĻŋāĻ¸ā§āĻĨāĻŋāϤāĻŋāϗ⧁āϞ⧋āϤ⧇ āĻĒāĻĄāĻŧ⧇āϛ⧇āύ?

– Consultant āĻŦāϞ⧇āϛ⧇ "60 feet pile āϞāĻžāĻ—āĻŦ⧇"—āĻ•āĻŋāĻ¨ā§āϤ⧁ āϕ⧇āύ 60 feet, 50 āύāϝāĻŧ āϕ⧇āύ, āĻŦ⧁āĻāϤ⧇ āĻĒāĻžāϰāϛ⧇āύ āύāĻž
– Bored pile vs. Driven pile-āĻāϰ āĻŽāĻ§ā§āϝ⧇ project-āĻ āϕ⧋āύāϟāĻŋ āĻŦā§āϝāĻŦāĻšāĻžāϰ āĻ•āϰāĻŦ⧇āύ āϏ⧇āχ āϏāĻŋāĻĻā§āϧāĻžāĻ¨ā§āϤ āύāĻŋāϤ⧇ āĻĻā§āĻŦāĻŋāϧāĻž
– Pile capacity calculation āĻ•āϰāϤ⧇ āĻ—āĻŋāϝāĻŧ⧇ skin friction āĻ“ end bearing-āĻāϰ āĻšāĻŋāϏāĻžāĻŦ⧇ confusion
– Pile group efficiency, settlement analysis—theory āϜāĻžāύ⧇āύ, āĻ•āĻŋāĻ¨ā§āϤ⧁ practical calculation-āĻ āφāϟāϕ⧇ āϝāĻžāύ
– Pile Load Test result āĻĒ⧇āϝāĻŧ⧇āϛ⧇āύ, āĻ•āĻŋāĻ¨ā§āϤ⧁ interpret āĻ•āϰāϤ⧇ āϜāĻžāύ⧇āύ āύāĻž
– Client meeting-āĻ "āϕ⧇āύ pile foundation āϞāĻžāĻ—āĻŦ⧇" āĻāχ āĻĒā§āϰāĻļā§āύ⧇āϰ technical justification āĻĻāĻŋāϤ⧇ āĻĒāĻžāϰāϛ⧇āύ āύāĻž

Structural engineer āĻšāĻŋāϏ⧇āĻŦ⧇ āϝāĻĻāĻŋ āφāĻĒāύāĻŋ pile foundation-āĻ confident āĻšāĻ¨â€”āφāĻĒāύāĻžāϰ professional value āĻāĻ•āϟāĻŋ āĻ­āĻŋāĻ¨ā§āύ level-āĻ āϚāϞ⧇ āϝāĻžāĻŦ⧇āĨ¤

Pile Foundation Design

â€ĸ Soil investigation report interpretation (SPT, CPT data)
â€ĸ Bored pile, Driven pile, Micropile—āϕ⧋āύāϟāĻŋ āĻ•āĻ–āύ
â€ĸ Static formula āĻĻāĻŋāϝāĻŧ⧇ pile capacity calculation
â€ĸ Pile group design āĻāĻŦāĻ‚ pile cap design
â€ĸ Negative skin friction āĻāĻŦāĻ‚ settlement analysis
â€ĸ BNBC 2020 āĻāĻŦāĻ‚ international code (IS, ACI) āĻ…āύ⧁āϝāĻžāϝāĻŧā§€ design
â€ĸ Real construction project-based case study
â€ĸ Pile Load Test procedure āĻāĻŦāĻ‚ result interpretation
â€ĸ āϰ⧇āĻ•āĻ°ā§āĻĄā§‡āĻĄ āĻ•ā§āϞāĻžāϏ + āϞāĻžāχāĻ­ Q&A
â€ĸ WhatsApp āϏāĻžāĻĒā§‹āĻ°ā§āϟ āĻ—ā§āϰ⧁āĻĒ
â€ĸ āϕ⧋āĻ°ā§āϏ āĻļ⧇āώ⧇ āϏāĻžāĻ°ā§āϟāĻŋāĻĢāĻŋāϕ⧇āϟ

Pile foundation-āĻ āϝāĻŋāύāĻŋ confident, āϤāĻŋāύāĻŋ āĻŦāĻžāĻ‚āϞāĻžāĻĻ⧇āĻļ⧇āϰ high-rise āĻ“ mega infrastructure project-āĻāϰ āϜāĻ¨ā§āϝ "must-have" engineerāĨ¤

â€ē āϕ⧋āĻ°ā§āϏ⧇āϰ āĻŦāĻŋāĻ¸ā§āϤāĻžāϰāĻŋāϤ āĻ“ āĻāύāϰ⧋āϞ āĻ•āϰ⧁āύ: https://qlearn.com.bd/courses/pile-foundation-design
â€ē WhatsApp: 01885-973770

āφāĻĒāύāĻžāϰ foundation āϝāϤ āĻŽāϜāĻŦ⧁āϤ, āĻ•ā§āϝāĻžāϰāĻŋāϝāĻŧāĻžāϰ āϤāϤ āωāρāϚ⧁āĨ¤

06/08/2026

"āĻ¸ā§āϝāĻžāϰ, cube test-āĻ strength āφāϏāϛ⧇ āύāĻžâ€”āϕ⧀ āĻ•āϰāĻŦ?"

āϏāĻžāχāϟ āĻĨ⧇āϕ⧇ āĻāχ āĻĒā§āϰāĻļā§āύāϟāĻŋ āĻĒā§āϰāϤāĻŋ āϏāĻĒā§āϤāĻžāĻšā§‡ āĻ…āĻ¨ā§āϤāϤ āĻāĻ•āĻŦāĻžāϰ āφāϏ⧇āĨ¤ āĻāĻŦāĻ‚ āĻŦ⧇āĻļāĻŋāϰāĻ­āĻžāĻ— āϏāĻŽāϝāĻŧ āϏāĻŽāĻ¸ā§āϝāĻžāϟāĻŋ concrete-āĻ āύāϝāĻŧ—āϏāĻŽāĻ¸ā§āϝāĻžāϟāĻŋ testing procedure-āĻāĨ¤

Concrete cube test āϏāĻ āĻŋāĻ•āĻ­āĻžāĻŦ⧇ āĻ•āϰāĻž āύāĻž āĻšāϞ⧇ āφāĻĒāύāĻŋ structure-āĻāϰ āĻĒā§āϰāĻ•ā§ƒāϤ quality āϜāĻžāύāϤ⧇āχ āĻĒāĻžāϰāĻŦ⧇āύ āύāĻžāĨ¤

Sampling Stage — āĻāĻ–āĻžāύ⧇āχ ā§Ģā§Ļ% āϭ⧁āϞ āĻšāϝāĻŧ

– āĻĒā§āϰāϤāĻŋ ā§Ģā§Ļ mÂŗ concrete-āĻ minimum ā§ŠāϟāĻŋ cube (ā§ŦāϟāĻŋ āϏāĻžāϧāĻžāϰāĻŖāĻ­āĻžāĻŦ⧇ recommended)
– āĻĒā§āϰāĻĨāĻŽ āĻ“ āĻļ⧇āώ mix āĻĨ⧇āϕ⧇ sample āύ⧇āĻ“āϝāĻŧāĻž āωāϚāĻŋāĻ¤â€”āĻļ⧁āϧ⧁ āĻŽāĻžāĻā§‡āϰāϟāĻž āύāϝāĻŧ
– Sample āύ⧇āĻ“āϝāĻŧāĻžāϰ āϏāĻŽāϝāĻŧ segregation āϝ⧇āύ āύāĻž āĻšāϝāĻŧ
– Slump test cube sampling-āĻāϰ āφāϗ⧇ āĻ•āϰāϤ⧇ āĻšāĻŦ⧇

Cube Preparation — Standard Procedure

– Cube size: 150mm × 150mm × 150mm (BNBC 2020 āĻ…āύ⧁āϝāĻžāϝāĻŧā§€)
– Mould-āĻāϰ āϭ⧇āϤāϰ⧇ oil āϞāĻžāĻ—āĻžāύ⧋ (āϝ⧇āύ casting-āĻāϰ āĻĒāϰ āϏāĻšāĻœā§‡ āĻ–ā§‹āϞāĻž āϝāĻžāϝāĻŧ)
– Concrete āϤāĻŋāύ layer-āĻ āĻ­āϰāĻžâ€”āĻĒā§āϰāϤāĻŋ layer-āĻ 25 āĻŦāĻžāϰ tamping rod āĻĻāĻŋāϝāĻŧ⧇ compact āĻ•āϰāĻž
– Top surface trowel āĻĻāĻŋāϝāĻŧ⧇ smooth āĻ•āϰāĻž

Curing — āϏāĻŦāĻšā§‡āϝāĻŧ⧇ āĻŦ⧇āĻļāĻŋ āĻ…āĻŦāĻšā§‡āϞāĻŋāϤ āϧāĻžāĻĒ

â€ĸ Casting-āĻāϰ ⧍ā§Ē āϘāĻŖā§āϟāĻž āĻĒāϰ demoulding
â€ĸ āĻĒāϰāĻŦāĻ°ā§āϤ⧀ ā§¨ā§Ž āĻĻāĻŋāύ cube āϏāĻŽā§āĻĒā§‚āĻ°ā§āĻŖ āĻĒāĻžāύāĻŋāϰ āύāĻŋāĻšā§‡ āϰāĻžāĻ–āϤ⧇ āĻšāĻŦ⧇
â€ĸ āĻĒāĻžāύāĻŋāϰ temperature 27°C Âą 2°C
â€ĸ Curing tank āĻĸāĻžāĻ•āĻž āĻĨāĻžāĻ•āĻž āωāϚāĻŋāϤ

Testing Day

â€ē Load application rate: 140 kg/cm²/min (āĻāϰ āĻŦ⧇āĻļāĻŋ āĻŦāĻž āĻ•āĻŽâ€”āωāĻ­āϝāĻŧāχ āϭ⧁āϞ result āĻĻ⧇āϝāĻŧ)
â€ē Cube-āĻāϰ two opposite face-āĻ load apply
â€ē Failure pattern observe āĻ•āϰāĻžâ€”cone-shaped failure = ideal

Result Interpretation

– Average of 3 cubes-āχ final strength
– āϕ⧋āύ⧋ āĻāĻ•āϟāĻŋ cube āϝāĻĻāĻŋ average āĻĨ⧇āϕ⧇ Âą15% āĻŦ⧇āĻļāĻŋ deviate āĻ•āϰ⧇, āϏ⧇āϟāĻŋ āĻŦāĻžāĻĻ
– Characteristic strength (fck): 28-day cube strength
– Target Mean Strength = fck + 1.65 × Standard Deviation

â€ē Site Engineer-āĻĻ⧇āϰ āϜāĻ¨ā§āϝ āĻāĻ•āϟāĻŋ āĻ…āύ⧁āϰ⧋āĻ§â€”cube test-āϕ⧇ "formality" āĻ­āĻžāĻŦāĻŦ⧇āύ āύāĻžāĨ¤ āĻāχ āĻāĻ•āϟāĻŋ test-āχ āĻŦāϞ⧇ āĻĻ⧇āϝāĻŧ āφāĻĒāύāĻžāϰ concrete design āĻ…āύ⧁āϝāĻžāϝāĻŧā§€ performance āĻĻāĻŋāĻšā§āϛ⧇ āĻ•āĻŋ āύāĻžāĨ¤

āφāĻĒāύāĻžāϰ āϏāĻžāχāĻŸā§‡ cube test āϕ⧋āύ step-āĻ āϏāĻŦāĻšā§‡āϝāĻŧ⧇ āĻŦ⧇āĻļāĻŋ āĻ…āĻŦāĻšā§‡āϞāĻž āĻšāϝāĻŧ āĻŦāϞ⧇ āĻŽāύ⧇ āĻ•āϰ⧇āύ? āĻ•āĻŽā§‡āĻ¨ā§āĻŸā§‡ āϜāĻžāύāĻžāύāĨ¤

āĻ…āύ⧇āϕ⧇āχ āĻ­āĻžāĻŦ⧇āύ āϏāĻŋāρ⧜āĻŋ āϤ⧋ āĻļ⧁āϧ⧁ āĻ“āĻ āĻžāϰ āĻŽāĻžāĻ§ā§āϝāĻŽ, āĻ•āĻŋāĻ¨ā§āϤ⧁ āϏāĻ āĻŋāĻ• āφāϞ⧋ āφāϰ āĻŽā§āϝāĻžāĻŸā§‡āϰāĻŋ⧟āĻžāϞ⧇āϰ āϛ⧋āρ⧟āĻžā§Ÿ āĻāϟāĻŋ āĻšāϤ⧇ āĻĒāĻžāϰ⧇ āĻŦāĻžā§œāĻŋāϰ āϏ⧇āϰāĻž āĻĢāĻŸā§‹āĻ¸ā§āĻĒāϟāĨ¤â€‹đŸĒœ āĻāχ āĻĄāĻŋ...
21/07/2026

āĻ…āύ⧇āϕ⧇āχ āĻ­āĻžāĻŦ⧇āύ āϏāĻŋāρ⧜āĻŋ āϤ⧋ āĻļ⧁āϧ⧁ āĻ“āĻ āĻžāϰ āĻŽāĻžāĻ§ā§āϝāĻŽ, āĻ•āĻŋāĻ¨ā§āϤ⧁ āϏāĻ āĻŋāĻ• āφāϞ⧋ āφāϰ āĻŽā§āϝāĻžāĻŸā§‡āϰāĻŋ⧟āĻžāϞ⧇āϰ āϛ⧋āρ⧟āĻžā§Ÿ āĻāϟāĻŋ āĻšāϤ⧇ āĻĒāĻžāϰ⧇ āĻŦāĻžā§œāĻŋāϰ āϏ⧇āϰāĻž āĻĢāĻŸā§‹āĻ¸ā§āĻĒāϟāĨ¤
​đŸĒœ āĻāχ āĻĄāĻŋāϜāĻžāχāύ⧇ āϕ⧀ āϕ⧀ āĻŦāĻŋāĻļ⧇āώāĻ¤ā§āĻŦ āĻ°ā§Ÿā§‡āϛ⧇?
ā§§. āĻĻā§‡ā§ŸāĻžāϞ⧇āϰ āϞāĻžāϞ āχāĻŸā§‡āϰ āϰāĻžāĻĢ āĻŸā§‡āĻ•ā§āϏāϚāĻžāϰ
⧍. āĻŽā§‡āϟāĻžāϞ āĻ“ āĻ—ā§āϞāĻžāϏ⧇āϰ āĻ¸ā§āϞāĻŋāĻ• āϰ⧇āϞāĻŋāĻ‚
ā§Š. āϏāĻŋāρ⧜āĻŋāϰ āϧāĻžāĻĒ⧇ āϏāĻĢāϟ āĻ…ā§āϝāĻžāĻ¨ā§āĻĄ āĻ“ā§ŸāĻžāĻ°ā§āĻŽ āĻšāĻŋāĻĄā§‡āύ āϞāĻžāχāϟāĻŋāĻ‚
ā§Ē. āύāĻŋāĻšā§‡āϰ āĻ…āĻ‚āĻļ⧇ āĻ¸ā§āĻŸā§‹āύ-āĻ˛ā§āϝāĻžāĻ¨ā§āĻĄāĻ¸ā§āϕ⧇āĻĒāĻŋāĻ‚ āĻ“ āĻ—ā§āϰāĻŋāύāĻžāϰāĻŋ
​āĻ•ā§āϞāĻžāϏāĻŋāĻ• āφāϰ āĻŽāĻĄāĻžāĻ°ā§āύ āϞ⧁āϕ⧇āϰ āĻĢāĻŋāωāĻļāύāĨ¤
​

āĻĄāĻŋāϜāĻžāχāύ āϕ⧇āĻŦāϞ āύāĻ•āĻļāĻž āύ⧟, āĻāϟāĻŋ āĻāĻ•āϟāĻŋ āĻ…āϏāĻŽā§āĻĒā§‚āĻ°ā§āĻŖ āĻ¸ā§āĻŦāĻĒā§āύāϕ⧇ āύāĻžāĻ¨ā§āĻĻāύāĻŋāĻ•āϤāĻžāϰ āĻšā§‚ā§œāĻžā§Ÿ āĻĒ⧌āρāϛ⧇ āĻĻ⧇āĻ“ā§ŸāĻžāϰ āĻļāĻŋāĻ˛ā§āĻĒāĨ¤đŸ›ī¸âœ¨â€‹āĻāĻ•āϟāĻŋ āĻ—ā§‹āϞ āĻ•āĻ‚āĻ•ā§āϰāĻŋāĻŸā§‡āϰ āϏāĻŋāρ⧜āĻŋ āφāϰ āχāϟ...
21/07/2026

āĻĄāĻŋāϜāĻžāχāύ āϕ⧇āĻŦāϞ āύāĻ•āĻļāĻž āύ⧟, āĻāϟāĻŋ āĻāĻ•āϟāĻŋ āĻ…āϏāĻŽā§āĻĒā§‚āĻ°ā§āĻŖ āĻ¸ā§āĻŦāĻĒā§āύāϕ⧇ āύāĻžāĻ¨ā§āĻĻāύāĻŋāĻ•āϤāĻžāϰ āĻšā§‚ā§œāĻžā§Ÿ āĻĒ⧌āρāϛ⧇ āĻĻ⧇āĻ“ā§ŸāĻžāϰ āĻļāĻŋāĻ˛ā§āĻĒāĨ¤đŸ›ī¸âœ¨
​āĻāĻ•āϟāĻŋ āĻ—ā§‹āϞ āĻ•āĻ‚āĻ•ā§āϰāĻŋāĻŸā§‡āϰ āϏāĻŋāρ⧜āĻŋ āφāϰ āχāĻŸā§‡āϰ āĻĻā§‡ā§ŸāĻžāϞāϕ⧇ āϕ⧀āĻ­āĻžāĻŦ⧇ āφāϧ⧁āύāĻŋāĻ• āĻ“ āĻ…āĻ­āĻŋāϜāĻžāϤ āϰ⧂āĻĒ āĻĻ⧇āĻ“ā§ŸāĻž āϝāĻžā§Ÿ, āϤāĻžāϰ āĻāĻ•āϟāĻŋ āϛ⧋āϟ āĻĒā§āϰ⧟āĻžāϏāĨ¤ āĻ•āĻžāĻšā§‡āϰ āϰ⧇āχāϞāĻŋāĻ‚, āĻ“ā§ŸāĻžāĻ°ā§āĻŽ āϞāĻžāχāϟāĻŋāĻ‚ āφāϰ āϰ āĻāĻ•ā§āϏāĻĒā§‹āϜāĻĄ āĻŦā§āϰāĻŋāĻ• āĻ“ā§ŸāĻžāĻ°ā§āϕ⧇āϰ āĻĒāĻžāϰāĻĢ⧇āĻ•ā§āϟ āĻ•āĻŽā§āĻŦāĻŋāύ⧇āĻļāύ⧇ āĻĒ⧁āϰ⧋ āĻ¸ā§āĻĒ⧇āϏāϟāĻžāχ āĻāĻ–āύ āĻāĻ• āĻœā§€āĻŦāĻ¨ā§āϤ āϏ⧌āĻ¨ā§āĻĻāĻ°ā§āϝ! đŸŒŋ🖤
​
â€‹đŸ—ī¸ āĻĒā§āϰāĻœā§‡āĻ•ā§āϟ āϟāĻžāχāĻĒ: āϰ⧇āϏāĻŋāĻĄā§‡āĻ¨ā§āϏāĻŋ⧟āĻžāϞ āχāĻ¨ā§āϟāĻžāϰāĻŋ⧟āϰ āĻ“ āĻ¸ā§āĻŸā§āϰāĻžāĻ•āϚāĻžāϰāĻžāϞ āĻĄāĻŋāϜāĻžāχāύ
📐 āĻĨāĻŋāĻŽ: āĻŽāĻĄāĻžāĻ°ā§āύ āĻŸā§āϰāĻĒāĻŋāĻ•ā§āϝāĻžāϞ / āĻāĻ•ā§āϏāĻĒā§‹āϜāĻĄ āĻŦā§āϰāĻŋāĻ• āĻ…ā§āϝāĻžāĻ¨ā§āĻĄ āĻ—ā§āϞāĻžāϏ
​

āϝ⧇āϟāĻž āĻšā§‹āϖ⧇ āĻĻ⧇āĻ–āĻž āϝāĻžā§Ÿ āύāĻž, āϏ⧇āϟāĻžāχ āĻāĻ•āϟāĻž āĻŦāĻŋāĻ˛ā§āĻĄāĻŋāĻ‚āϕ⧇ āĻļāĻ•ā§āϤ āĻ•āϰ⧇ āϧāϰ⧇ āϰāĻžāϖ⧇āĨ¤" đŸĸāφāĻ°ā§āĻ•āĻŋāĻŸā§‡āĻ•āϚāĻžāϰ āϏ⧌āĻ¨ā§āĻĻāĻ°ā§āϝ āĻ—ā§œā§‡ āϤ⧋āϞ⧇, āφāϰ āĻ¸ā§āĻŸā§āϰāĻžāĻ•āϚāĻžāϰāĻžāϞ āĻĄāĻŋāϜāĻžāχāύ āϏ...
21/07/2026

āϝ⧇āϟāĻž āĻšā§‹āϖ⧇ āĻĻ⧇āĻ–āĻž āϝāĻžā§Ÿ āύāĻž, āϏ⧇āϟāĻžāχ āĻāĻ•āϟāĻž āĻŦāĻŋāĻ˛ā§āĻĄāĻŋāĻ‚āϕ⧇ āĻļāĻ•ā§āϤ āĻ•āϰ⧇ āϧāϰ⧇ āϰāĻžāϖ⧇āĨ¤" đŸĸ
āφāĻ°ā§āĻ•āĻŋāĻŸā§‡āĻ•āϚāĻžāϰ āϏ⧌āĻ¨ā§āĻĻāĻ°ā§āϝ āĻ—ā§œā§‡ āϤ⧋āϞ⧇, āφāϰ āĻ¸ā§āĻŸā§āϰāĻžāĻ•āϚāĻžāϰāĻžāϞ āĻĄāĻŋāϜāĻžāχāύ āϏ⧇āχ āϏ⧌āĻ¨ā§āĻĻāĻ°ā§āϝāϕ⧇ āĻŦāĻžāĻ¸ā§āϤāĻŦ⧇ āϟāĻŋāĻ•āĻŋā§Ÿā§‡ āϰāĻžāϖ⧇āĨ¤ āĻœā§€āĻŦāύ⧇āϰ āĻ¸ā§āĻŸā§āϰāĻžāĻ•āϚāĻžāϰāϟāĻžāĻ“ āĻ āĻŋāĻ• āĻāĻŽāĻ¨â€”āĻ­āĻŋāϤ (Foundation) āϝāϤ āĻļāĻ•ā§āϤ āĻšāĻŦ⧇, āĻ“āĻĒāϰ⧇āϰ āϰ⧂āĻĒāϟāĻžāĻ“ āϤāϤ āĻŸā§‡āĻ•āϏāχ āĻšāĻŦ⧇āĨ¤

06/07/2026
The Silent Hero of Every Structure đŸ—ī¸â€‹Everyone notices the beautiful concrete walls, but it’s the steel rods hidden insi...
24/06/2026

The Silent Hero of Every Structure đŸ—ī¸
​Everyone notices the beautiful concrete walls, but it’s the steel rods hidden inside that hold up the entire roof. That is where the real life of a building lies. Steel isn't just an inanimate object; it is the true soul and backbone of every dream home. đŸ›ī¸

āĻŽāϏāϞāĻž āĻ—āĻŦ⧇āώāĻŖāĻž āωāĻĒ-āϕ⧇āĻ¨ā§āĻĻā§āϰ āĻŽāϏāϜāĻŋāĻĻ āĻĢāϰāĻŋāĻĻāĻĒ⧁āϰāĨ¤
01/06/2026

āĻŽāϏāϞāĻž āĻ—āĻŦ⧇āώāĻŖāĻž āωāĻĒ-āϕ⧇āĻ¨ā§āĻĻā§āϰ āĻŽāϏāϜāĻŋāĻĻ āĻĢāϰāĻŋāĻĻāĻĒ⧁āϰāĨ¤

Address

1st Floor, Pourosuper Market, Faridur
Faridpur
1230

Opening Hours

Monday 09:00 - 21:00
Tuesday 09:00 - 21:00
Wednesday 09:00 - 21:00
Thursday 09:00 - 21:00
Friday 09:00 - 21:00
Saturday 09:00 - 21:00
Sunday 09:00 - 21:00

Telephone

+8801712788504

Website

Alerts

Be the first to know and let us send you an email when Advanced Engineering posts news and promotions. Your email address will not be used for any other purpose, and you can unsubscribe at any time.

Shortcuts

Share