Ethio Construction Engineering
32.4K subscribers
6.24K photos
359 videos
1.99K files
3.23K links
๐Ÿ”จ World Construction Engineering
Latest updates, tips, and tutorials on building, civil engineering, and construction in World.
Learn, build, and grow with us!

๐Ÿ“จ @Philemona7 Or @ETCONpBOT

For Ad:- https://telega.io/c/etconp
Download Telegram
135. Which of the following represents the hardest grade of bitumen?
Anonymous Quiz
36%
(a) 30/40
24%
(b) 60/70
20%
(c) 80/100
21%
(d) 100/120
โค7๐ŸŽ‰1
140. Which test cannot be used for those samples having workability greater than corresponding to slump value of 50 mm
Anonymous Quiz
37%
(a) Slump test
23%
(b) Vee-Bee Consistometer Test
19%
(c) Flow Table Test
20%
(d) Compaction Factor Test
๐Ÿ™4โค2
143. Curing of pavements, floors, roofs and slabs is done by
Anonymous Quiz
20%
(a) Membrane method
20%
(b) Ponding method
42%
(c) Sprinkling water method
18%
(d) Shading concrete method
โค7
145. The most commonly used admixtures which prolong the setting and hardening time of concrete are
Anonymous Quiz
34%
(a) Accelerators
51%
(b) Retarders
8%
(c) Plasticisers
7%
(d) Air entraining agents
๐Ÿ‘Œ5โค1
147. Which of the following theories of failure is most appropriate for a brittle material?
Anonymous Quiz
24%
(a) Maximum principal strain theory
30%
(b) Maximum principal stress theory
37%
(c) Maximum strain stress theory
9%
(d) Maximum strain energy theory
โค12
148. In permanent adjustment of levels, two peg test is done to correct or adjust
Anonymous Quiz
25%
(a) Line of collimation
29%
(b) Level tube
11%
(c) Cross-hair ring
35%
(d) Cross-hair ring and Line of collimation both
๐Ÿ‘5
159. In rolled steel beams, shear force is mostly resisted by
Anonymous Quiz
19%
(a) web only
22%
(b) flanges only
52%
(c) web and flanges together
8%
(d) none of the above
๐Ÿ‘5โค1
๐Ÿ‘‰RECYCLABLE AND LOW-CARBON CONCRETE

๐Ÿ’ซRecyclable and low-carbon concrete refers to concrete mixtures and construction practices designed to reduce environmental impact while maintaining performance. Here's a breakdown:

โ™ป๏ธ Recyclable Concrete
Concrete that can be reused or recycled at the end of its life.

๐ŸทKey Features:

โบRecycled Aggregates: Crushed concrete used in new mixes.
โบSupplementary Cementitious Materials (SCMs): Like fly ash or slag, reducing cement use.
Concrete Reuse: Whole blocks or panels reused in modular construction.
โบDemolition-Friendly Design: Enables easy separation of materials.

๐ŸŒ Low-Carbon Concrete
Concrete with reduced greenhouse gas emissions, especially COโ‚‚.

โบLow-Carbon Strategies:
Cement Replacement:
Fly ash
Slag
Silica fume
Calcined clay (LCยณ)
Carbon Capture & Utilization (CCU):
Injecting COโ‚‚ during mixing (e.g., CarbonCure)
Geopolymer Concrete:
No Portland cement; made from industrial byproducts.
Carbon-Negative Additives:
Biochar or mineralized COโ‚‚ materials.
Efficient Mix Design:
Optimized water-cement ratio
High early strength for thinner elements

๐Ÿ”„ Synergy Between Recyclable and Low-Carbon Approaches
Recycled aggregates help avoid virgin material use.
Using SCMs both reduces carbon and increases durability.
Designing for reuse lowers lifecycle carbon footprint.
๐Ÿ“‰ Environmental Benefits
Up to 60โ€“80% lower COโ‚‚ emissions (depending on mix)
Reduced landfill waste
Lower embodied energy.

Via Yonatan Tadesse (PMPยฎ๏ธ)

@etconp
โค7๐Ÿ‘4๐Ÿ”ฅ1๐Ÿ™1
#ADVERTISEMENT

๐ŸŒŸ ๐Ÿ“ข ATTENTION SURVEYORS & CONSTRUCTION PROFESSIONALS! ๐ŸŒŸ

๐Ÿ“ Join the #1 Channel for Cadastral Surveying, GIS, and Land Development!

๐Ÿ› ๏ธ Ethiopian Cadastral Surveyors โ€“ Your go-to hub for everything land and construction surveying.

๐Ÿš€ What You'll Get:
โœ… Practical tips & field techniques
โœ… Surveying tools, guides & GPS tips
โœ… Job opportunities & exam prep help
โœ… Career advice & community support
โœ… Land administration updates & more!
๐Ÿ‘ทโ€โ™‚๏ธ Whether you're a student, junior assistant, or experienced surveyor, this is the place to LEARN, GROW, and CONNECT.
๐Ÿ“ฒ Join Us Today & Be Part of the Movement!
๐Ÿ‘‰ t.me/Ethcadastralsurveyors

๐Ÿ“ค Don't forget to share with your colleagues and friends!
๐Ÿงญ Letโ€™s shape the future of land and construction surveying  TOGETHER! ๐Ÿ’ผ๐ŸŒ
โค8๐Ÿ‘3
โบแŠ แˆˆแˆแŠ แ‰€แ แ‹จแŠชแАแˆ…แŠ•แŒป แŠ•แ‹ตแ แ‹แ‹ตแ‹ตแˆญ

๐Ÿ”ฐแˆˆแˆ˜แŒ€แˆ˜แˆญแ‹ซ แ‹ฒแŒแˆช แ‹จแŠชแАแˆ…แŠ•แŒป แ‰ตแˆแˆ…แˆญแ‰ต แ‰ฐแˆ›แˆชแ‹Žแ‰ฝแข

๐Ÿ“แˆ…แŠ•แ‹ตแฃ The Drawing Board


๐Ÿ“œแ‹แˆญแ‹แˆฉแŠ• แˆˆแˆ˜แˆ˜แˆแŠจแ‰ต แŠฅแŠ“ แˆˆแˆ˜แ‹ˆแ‹ณแ‹ฐแˆญ แŠจแ‰ณแ‰ฝ แ‹จแ‰ฐแ‹ซแ‹ซแ‹˜แ‹แŠ• แˆ›แˆตแˆแŠ•แŒ แˆญแ‹ซ แˆ˜แŒ แ‰€แˆ แ‹ญแ‰ปแˆ‹แˆ

โญ๏ธ10th edition of TDB! The architecture competition aims to create a Museum of Geology.

โ‡๏ธParticipate & present architectural design skills to eminent jurors at The Drawing Board 2025.

โšก๏ธSubmission Deadline: 6th Sep 2025.

๐ŸทDownload Design Brief Now.

โบ900+ Participating Colleges
โบ15,000+ Registrations
โบ70+ Countries

https://tinyurl.com/9xznbr7x

๐Ÿ’ซแˆ˜แˆแŠซแˆ แ‹•แ‹ตแˆ๐Ÿ™

@etconp
๐Ÿ™5โค1๐ŸŽ‰1
๐Ÿ‘‰Footing near existing adjacent footing

@etconp ๐Ÿ‘‡
๐Ÿ‘3โค2
Ethio Construction Engineering
๐Ÿ‘‰Footing near existing adjacent footing @etconp ๐Ÿ‘‡
๐Ÿ‘‰Footing near existing adjacent footing

๐Ÿ’ซWhen new foundations are constructed, the foundations of existing adjacent old structures are likely to be affected due to undermining by excavations, vibration, etc.

๐ŸทThe intensity of damage caused to the old structure depends upon two factors:

1-    Distance between the new and old structures.
2-    Depth of new foundations.

๐ŸšงIn order to avoid chances of damage to the existing adjacent old structures, the following rules are applied:

1-    The minimum horizontal distance between the two foundations should be at least equal to the width of the wider one.

2-    In case of soft soil, a line is drawn from the edge of bottom of old footing at an angle of 30ยฐ with the horizontal as shown in fig 1.37.

โบThe horizontal spacing of two footings is adjusted in such a way that the edge of bottom of new footing is not intersected by this line as shown in fig 1.37.

โบThe horizontal spacing between two footing in case of average soil is adjusted by keeping angle of inclination as 45ยฐ as shown in fig 1.38.

3-    The foundation of new structure with reference to that of old structure should be located after making careful analysis of bearing capacity and settlement of soil.

@etconp
โค7๐Ÿ‘7
๐Ÿ‘‰แ‰ แŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แŠจแ‰ฐแˆ› แˆˆแŠจแแ‰ฐแŠ› แ‹จแŒŽแˆญแ แŠ แ‹ฐแŒ‹ แ‰ฐแŒ‹แˆ‹แŒญ แ‹จแˆ†แŠ‘ 170 แ‰ฆแ‰ณแ‹Žแ‰ฝแŠ• แ‰ฐแˆˆแ‹ญแ‰ฐแ‹‰ แˆ˜แˆฐแˆซแ‰ณแ‰ธแ‹‰ แ‰ฐแŒˆแˆˆแ€

๐Ÿšงแ‹จแŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แŠจแ‰ฐแˆ› แˆ˜แŠ•แŒˆแ‹ถแ‰ฝ แ‰ฃแˆˆแˆตแˆแŒฃแŠ• แˆˆแŒŽแˆญแ แŠ แ‹ฐแŒ‹ แ‰ฐแŒ‹แˆ‹แŒญ แ‹จแˆ†แŠ‘ แ‰ฆแ‰ณแ‹Žแ‰ฝแŠ• แ‰ แˆ˜แˆˆแ‹ซแ‰ต แ‹จแ‰ฐแˆˆแ‹ซแ‹ฉ แˆตแˆซแ‹Žแ‰ฝ แˆ›แŠจแŠ“แ‹ˆแŠ‘แŠ• แŠ แˆตแ‰ณแ‹ˆแ‰€ แข

แ‰ แŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แ‰ แˆแˆ‰แˆ แŠญแแˆˆ แŠจแ‰ฐแˆžแ‰ฝ แˆˆแŠจแแ‰ฐแŠ› แ‹จแŒŽแˆญแ แŠ แ‹ฐแŒ‹ แ‰ฐแŒ‹แˆ‹แŒญ แ‹จแˆ†แŠ‘ 170 แ‰ฆแ‰ณแ‹Žแ‰ฝแŠ•  แ‰ แˆ˜แˆˆแ‹จแ‰ต แŒแŠ•แ‰ฃแ‰ณแ‹ แˆฐแˆญแ‰ถ แ‹ซแŒ แŠ“แ‰€แ‰€ แˆ˜แˆ†แŠ‘แŠ• แ‹จแŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แˆ˜แŠ•แŒˆแ‹ถแ‰ฝ แ‰ฃแˆˆแˆตแˆแŒฃแŠ• แˆแŠญแ‰ตแˆ แŠƒแˆ‹แŠ แŠ แ‰ถ แŠฅแ‹ซแˆฑ แˆฐแˆˆแˆžแŠ• แˆˆแ‰ฅแˆตแˆซแ‰ต แˆฌแ‹ฒแ‹ฎ แ‰ฐแŠ“แŒแˆจแ‹‹แˆ แข

แŠจแ‹ฐแˆจแ‰…แŠ“ แแˆณแˆฝ แ‰†แˆปแˆปแ‹Žแ‰ฝ แŠ แ‹ซแ‹ซแ‹แŠ“ แŠ แ‹ˆแŒ‹แŒˆแ‹ตแฃ แŠฅแŠ•แ‹ฒแˆแˆ แ‰ แŒแŠ•แ‰ฃแ‰ณ แŒแ‰ฅแ‹“แ‰ตแŠ“ แ‰ฐแˆจแˆ-แˆแˆญแ‰ต แˆ›แŒ“แŒ“แ‹ แˆ‚แ‹ฐแ‰ต แ‰ แ‹ตแˆฌแŠ”แŒ… แˆ˜แˆตแˆ˜แˆฎแ‰ฝ แˆ‹แ‹ญ แ‰ แˆšแˆแŒ แˆจแ‹ แ‹จแŠ แŒˆแˆแŒแˆŽแ‰ต แˆ˜แˆตแ‰ฐแŒ“แŒŽแˆ แˆณแ‰ขแ‹ซ แ‰ แŠจแ‰ฐแˆ›แ‹‹ แŒŽแ‹ณแŠ“แ‹Žแ‰ฝ แˆ‹แ‹ญ แ‰ แ‰ฐแ‹ฐแŒ‹แŒ‹แˆš แ‹จแˆšแŠจแˆฐแ‰ฐแ‹ แŒŽแˆญแ แ‹จแ‰ตแˆซแŠแŠญ แŠฅแŠ•แ‰…แˆตแ‰ƒแˆดแ‹แŠ• แŠฅแ‹ซแˆตแ‰ฐแŒ“แŒŽแˆˆแ‹ แ‹ญแŒˆแŠ›แˆ แ‰ฐแ‰ฅแˆแˆแข

แ‹ญแˆ…แŠ•แŠ• แ‰ฝแŒแˆญ  แˆˆแˆ˜แแ‰ณแ‰ต แ‰ฃแˆˆแˆตแˆแŒฃแŠ• แˆ˜แˆฐแˆชแ‰คแ‰ฑ แ‰ฃแˆˆแ‰แ‰ต  แ‹ˆแˆซแ‰ถแ‰ฝแ‹จแˆ˜แŠ•แŒˆแ‹ต แ‹ณแˆญ แ‹จแ‹ˆแˆƒ แˆ˜แ‹แˆฐแˆป แˆ˜แˆตแˆ˜แˆฎแ‰ฝ แŒฝแ‹ณแ‰ตแŠ“ แŒฅแŒˆแŠ“ แˆฅแˆซ แŠ แŠจแŠ“แ‹แŠ—แˆแกแกแ‰ฃแˆˆแˆฅแˆแŒฃแŠ• แˆ˜แˆฐแˆชแ‹ซแ‰คแ‰ฑ แŠจแ‹šแˆ…แˆ แ‰ แ‰ฐแŒจแˆ›แˆชแˆ แŠจแŠฅแˆณแ‰ต แŠฅแŠ“ แŠ แ‹ฐแŒ‹ แˆตแˆซ แŠ แˆ˜แˆซแˆญ แŠฎแˆšแˆฝแŠ• แ‹จแˆšแˆ‹แŠฉ แŒฅแ‰†แˆ›แ‹Žแ‰ฝแŠ• แŒจแˆแˆฎ แ‹จแŒŽแˆญแ แŠ แ‹ฐแŒ‹ แˆตแŒ‹แ‰ต แ‹ซแˆˆแ‰ฃแ‰ธแ‹แŠ• แˆฅแแˆซแ‹Žแ‰ฝ แŠ แŠซแ‰ถ แ‹จแˆ›แˆตแ‰ฐแŠซแŠจแ‹ซ แˆฅแˆซแ‹Žแ‰ฝ แ‰ แˆ›แŠจแŠ“แ‹ˆแŠ• แˆ‹แ‹ญ แŠฅแŠ•แ‹ฐแˆšแŒˆแŠ แ‰ฐแŒˆแˆแŒฟแˆแข

แ‰ แ‰€แŒฃแ‹ญแˆ แˆˆแŠ แ‹ฐแŒ‹ แ‰ฐแŒ‹แˆ‹แŒญ แ‹จแˆ†แŠ‘ 30 แ‰ฆแ‰ณแ‹Žแ‰ฝ แ‰ แˆ˜แˆˆแ‹จแ‰ต แŠจแˆšแˆ˜แˆˆแŠจแ‰ณแ‰ธแ‹ แŠ แŠซแˆ‹แ‰ต แŒ‹แˆญ แ‰ แˆ˜แˆ†แŠ• แˆตแˆซแ‹Žแ‰ฝ แŠฅแŠ•แ‹ฐแˆšแŠจแŠ“แ‹ˆแŠ‘ แŠ แ‰ถ แŠฅแ‹ซแˆฑ แˆฐแˆˆแˆžแŠ• แˆˆแ‰ฅแˆตแˆซแ‰ต แˆฌแ‹ฒแ‹ฎ แ‰ฐแŠ“แŒแˆจแ‹‹แˆ แข

@etconp
โค10๐Ÿ™4๐Ÿ˜ญ1
๐Ÿ‘‰แˆแˆˆแ‰ต แ‰คแ‰ฐแˆ˜แŠ•แŒแˆตแ‰ถแ‰ฝ แ‹จแ‰ฃแˆˆ แŠ แˆแˆตแ‰ต แŠฎแŠจแ‰ฅ แˆ†แ‰ดแˆ แŠ แŒˆแˆแŒแˆŽแ‰ต แˆ˜แˆตแŒ แ‰ต แˆŠแŒ€แˆแˆฉ แАแ‹

๐Ÿ’ซแ‰ แŠขแ‰ตแ‹ฎแŒตแ‹ซ แ‰คแ‰ฐแˆ˜แŠ•แŒแˆตแ‰ต แŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆญ แˆตแˆญ แ‹จแˆšแ‰ฐแ‹ณแ‹ฐแˆฉแ‰ต แ‹ตแˆฌแ‹ณแ‹‹ แ‰คแ‰ฐ แˆ˜แŠ•แŒแˆตแ‰ต แŠฅแŠ“ แ‹จแŒ…แˆ› แŒแ‰ค แŠ แ‹ณแˆซแˆฝ แ‰ฃแˆˆ แŠ แˆแˆตแ‰ต แŠฎแŠจแ‰ฅ แˆ†แ‰ดแˆ แ‹จแˆšแ‹ซแ‹ฐแˆญแŒ‹แ‰ธแ‹ แŒแŠ•แ‰ฃแ‰ณ แ‹ˆแ‹ฐ แˆ˜แŒจแˆจแˆปแ‹ แˆแ‹•แˆซแ แˆ˜แ‹ตแˆจแˆฑแŠ• แŠ แˆซแ‹ณ แŠจแŠขแ‰ตแ‹ฎแŒตแ‹ซ แ‰คแ‰ฐ แˆ˜แŠ•แŒแˆตแ‰ต แŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆญ แ‹‹แŠ“ แ‹ณแ‹ญแˆฌแŠญแ‰ฐแˆญ แˆแ‰ตแŠฉ แŠฉแˆแˆณ แˆฐแˆแ‰ทแˆแข

โบแ‹จแ‹ตแˆฌแ‹ณแ‹‹ แ‰คแ‰ฐแˆ˜แŠ•แŒแˆตแ‰ต แ‹จแˆ†แ‰ดแˆ แŒแŠ•แ‰ฃแ‰ณแ‹ แŠจแˆฆแˆตแ‰ต แ‹“แˆ˜แ‰ณแ‰ต แ‰ แŠแ‰ต แ‰ฐแŒ€แˆแˆฎ แŠ แˆแŠ• แ‹ˆแ‹ฐ แˆ˜แŒ แŠ“แ‰€แ‰‚แ‹ซแ‹ แˆแ‹•แˆซแ แˆ‹แ‹ญ แ‹ฐแˆญแˆทแˆแข

๐Ÿšงแ‰ แŒ…แˆ› แ‹จแˆšแŒˆแŠ˜แ‹ แŒแ‰ค แŠ แˆซแ‹ณแˆฝ แ‹จแˆ†แ‰ดแˆ‰ แŒแŠ•แ‰ฃแ‰ณ แ‰ แˆธแˆซแ‰ฐแŠ• แŠ แ‹ฒแˆต แˆ†แ‰ดแˆ แ‹ตแˆญแŒ…แ‰ต แ‹จแ‰ฐแŠจแŠ“แ‹ˆแА แˆฒแˆ†แŠ•แฃแฅ แˆธแˆซแ‰ฐแŠ• แŠขแŠ•แ‰จแˆตแ‰ต แ‹ซแ‹ฐแˆจแŒˆแ‰ แ‰ตแŠ• แˆ†แ‰ดแˆ แˆˆแˆฆแˆตแ‰ต แ‹“แˆ˜แ‰ณแ‰ต แ‹ˆแŒชแ‹แŠ• แˆˆแˆ˜แ‰ฐแŠซแ‰ต แŠจแ‰ฐแŒˆแˆˆแŒˆแˆˆแ‰ แ‰ต แ‰ แŠ‹แˆ‹ แˆˆแ‰ฆแ‰ณแ‹ แ‹จแŠชแˆซแ‹ญ แŠญแแ‹ซ แˆˆแˆ˜แŠ•แŒแˆตแ‰ต แˆ˜แˆแ€แˆ แŠฅแŠ•แ‹ฐแˆšแŒ€แˆแˆญ แ‰ฐแˆ˜แˆ‹แŠญแ‰ทแˆแข

๐Ÿ’ซแ‰ แˆแˆˆแ‰ฑแˆ แ‰คแ‰ฐแˆ˜แŠ•แŒแˆตแ‰ถแ‰ฝ แ‰€แ‹ณแˆ›แ‹Š แŠ แ„ แŠƒแ‹ญแˆˆแˆตแˆ‹แˆด แ‹จแŠขแ‰ตแ‹ฎแŒตแ‹ซ แŠ•แŒ‰แˆต แˆณแˆ‰ แ‹ญแŒ แ‰€แˆ™แ‰ฃแ‰ธแ‹ แ‹จแАแ‰ แˆฉ แ‰คแ‰ถแ‰ฝ แ‹จแ‰…แˆญแˆต แ‹ญแ‹˜แ‰ณแ‰ธแ‹ แˆณแ‹ญแАแŠซ แ‰ฐแŒจแˆ›แˆช แŒแŠ•แ‰ฃแ‰ณแ‹Žแ‰ฝแŠ• แ‰ แˆ›แŠจแˆ แˆˆแŠ แŒˆแˆแŒแˆŽแ‰ต แ‹แŒแŒ แŠฅแ‹จแ‰ฐแ‹ฐแˆจแŒ‰ แАแ‹แข

Via แŠ แˆซแ‹ณ แŠคแ แŠคแˆ

@etconp
๐ŸŽ‰4โค3