158. Pick up the correct statement from the following.
Anonymous Quiz
26%
(a) The concrete gains strength due to hydration of cement
16%
(b) The concrete cured at a temperature below 23ยฐC, gains strength up to 28 days
6%
(c) The concrete does not set at freezing point
52%
(d) All options are correct
๐6โค3
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
๐5โค1
161. The main object of compaction of concrete is
Anonymous Quiz
11%
(a) To eliminate air holes
6%
(b) To achieve maximum density
6%
(c) To provide intimate contact between the concrete and embedded materials
77%
(d) All option are correct
โค4๐4
169. Which of the following statements is true?
Anonymous Quiz
49%
(a) Shear stress on principal planes is zero
31%
(b) Shear stress on principal planes is maximum
11%
(c) Shear stress on principal planes is minimum
8%
(d) None of the above
๐12โค1
๐RECYCLABLE AND LOW-CARBON CONCRETE
๐ซRecyclable and low-carbon concrete refers to concrete mixtures and construction practices designed to reduce environmental impact while maintaining performance. Here's a breakdown:
โป๏ธ Recyclable Concrete
Concrete that can be reused or recycled at the end of its life.
๐ทKey Features:
โบRecycled Aggregates: Crushed concrete used in new mixes.
โบSupplementary Cementitious Materials (SCMs): Like fly ash or slag, reducing cement use.
Concrete Reuse: Whole blocks or panels reused in modular construction.
โบDemolition-Friendly Design: Enables easy separation of materials.
๐ Low-Carbon Concrete
Concrete with reduced greenhouse gas emissions, especially COโ.
โบLow-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
๐ 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.
๐ Environmental Benefits
Up to 60โ80% lower COโ emissions (depending on mix)
Reduced landfill waste
Lower embodied energy.
Via Yonatan Tadesse (PMPยฎ๏ธ)
@etconp
๐ซRecyclable and low-carbon concrete refers to concrete mixtures and construction practices designed to reduce environmental impact while maintaining performance. Here's a breakdown:
โป๏ธ Recyclable Concrete
Concrete that can be reused or recycled at the end of its life.
๐ทKey Features:
โบRecycled Aggregates: Crushed concrete used in new mixes.
โบSupplementary Cementitious Materials (SCMs): Like fly ash or slag, reducing cement use.
Concrete Reuse: Whole blocks or panels reused in modular construction.
โบDemolition-Friendly Design: Enables easy separation of materials.
๐ Low-Carbon Concrete
Concrete with reduced greenhouse gas emissions, especially COโ.
โบLow-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
๐ 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.
๐ Environmental Benefits
Up to 60โ80% lower COโ emissions (depending on mix)
Reduced landfill waste
Lower embodied energy.
Via Yonatan Tadesse (PMPยฎ๏ธ)
@etconp
โค7๐4๐ฅ1๐1
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๐ค Don't forget to share with your colleagues and friends!
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๐ ๐ข ATTENTION SURVEYORS & CONSTRUCTION PROFESSIONALS! ๐
๐ Join the #1 Channel for Cadastral Surveying, GIS, and Land Development!
๐ ๏ธ Ethiopian Cadastral Surveyors โ Your go-to hub for everything land and construction surveying.
๐ What You'll Get:
โ Practical tips & field techniques
โ Surveying tools, guides & GPS tips
โ Job opportunities & exam prep help
โ Career advice & community support
โ Land administration updates & more!
๐ทโโ๏ธ Whether you're a student, junior assistant, or experienced surveyor, this is the place to LEARN, GROW, and CONNECT.
๐ฒ Join Us Today & Be Part of the Movement!
๐ t.me/Ethcadastralsurveyors
๐ค Don't forget to share with your colleagues and friends!
๐งญ Letโs shape the future of land and construction surveying TOGETHER! ๐ผ๐
โค8๐3
โบแ แแแ แแ แจแชแแ
แแป แแตแ แแตแตแญ
๐ฐแแแแแญแซ แฒแแช แจแชแแ แแป แตแแ แญแต แฐแแชแแฝแข
๐แ แแตแฃ The Drawing Board
๐แแญแแฉแ แแแแแจแต แฅแ แแแแณแฐแญ แจแณแฝ แจแฐแซแซแแแ แแตแแแ แญแซ แแ แแ แญแปแแ
โญ๏ธ10th edition of TDB! The architecture competition aims to create a Museum of Geology.
โ๏ธParticipate & present architectural design skills to eminent jurors at The Drawing Board 2025.
โก๏ธSubmission Deadline: 6th Sep 2025.
๐ทDownload Design Brief Now.
โบ900+ Participating Colleges
โบ15,000+ Registrations
โบ70+ Countries
https://tinyurl.com/9xznbr7x
๐ซแแแซแ แแตแ๐
@etconp
๐ฐแแแแแญแซ แฒแแช แจแชแแ แแป แตแแ แญแต แฐแแชแแฝแข
๐แ แแตแฃ The Drawing Board
๐แแญแแฉแ แแแแแจแต แฅแ แแแแณแฐแญ แจแณแฝ แจแฐแซแซแแแ แแตแแแ แญแซ แแ แแ แญแปแแ
โญ๏ธ10th edition of TDB! The architecture competition aims to create a Museum of Geology.
โ๏ธParticipate & present architectural design skills to eminent jurors at The Drawing Board 2025.
โก๏ธSubmission Deadline: 6th Sep 2025.
๐ทDownload Design Brief Now.
โบ900+ Participating Colleges
โบ15,000+ Registrations
โบ70+ Countries
https://tinyurl.com/9xznbr7x
๐ซแแแซแ แแตแ๐
@etconp
๐5โค1๐1
Ethio Construction Engineering
๐Footing near existing adjacent footing @etconp ๐
๐Footing near existing adjacent footing
๐ซWhen new foundations are constructed, the foundations of existing adjacent old structures are likely to be affected due to undermining by excavations, vibration, etc.
๐ทThe 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.
๐งIn 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.
โบThe 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.
โบThe 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
๐ซWhen new foundations are constructed, the foundations of existing adjacent old structures are likely to be affected due to undermining by excavations, vibration, etc.
๐ทThe 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.
๐งIn 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.
โบThe 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.
โบThe 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
โค7๐7
๐แ แ แฒแต แ แ แฃ แจแฐแ แแจแแฐแ แจแแญแ แ แฐแ แฐแแแญ แจแแ 170 แฆแณแแฝแ แฐแแญแฐแ แแฐแซแณแธแ แฐแแแ
๐งแจแ แฒแต แ แ แฃ แจแฐแ แแแแถแฝ แฃแแตแแฃแ แแแญแ แ แฐแ แฐแแแญ แจแแ แฆแณแแฝแ แ แแแซแต แจแฐแแซแฉ แตแซแแฝ แแจแแแแ แ แตแณแแ แข
แ แ แฒแต แ แ แฃ แ แแแ แญแแ แจแฐแแฝ แแจแแฐแ แจแแญแ แ แฐแ แฐแแแญ แจแแ 170 แฆแณแแฝแ แ แแแจแต แแแฃแณแ แฐแญแถ แซแ แแแ แแแแ แจแ แฒแต แ แ แฃ แแแแถแฝ แฃแแตแแฃแ แแญแตแ แแแ แ แถ แฅแซแฑ แฐแแแ แแฅแตแซแต แฌแฒแฎ แฐแแแจแแ แข
แจแฐแจแ แ แแณแฝ แแปแปแแฝ แ แซแซแแ แ แแแแตแฃ แฅแแฒแแ แ แแแฃแณ แแฅแแตแ แฐแจแ-แแญแต แแแแ แแฐแต แ แตแฌแแ แแตแแฎแฝ แแญ แ แแแ แจแ แจแ แแแแแต แแตแฐแแแ แณแขแซ แ แจแฐแแ แแณแแแฝ แแญ แ แฐแฐแแแ แจแแจแฐแฐแ แแญแ แจแตแซแแญ แฅแแ แตแแดแแ แฅแซแตแฐแแแแ แญแแแ แฐแฅแแแข
แญแ แแ แฝแแญ แแแแณแต แฃแแตแแฃแ แแฐแชแคแฑ แฃแแแต แแซแถแฝแจแแแแต แณแญ แจแแ แแแฐแป แแตแแฎแฝ แฝแณแตแ แฅแแ แฅแซ แ แจแแแแแกแกแฃแแฅแแฃแ แแฐแชแซแคแฑ แจแแ แ แ แฐแจแแชแ แจแฅแณแต แฅแ แ แฐแ แตแซ แ แแซแญ แฎแแฝแ แจแแแฉ แฅแแแแฝแ แจแแฎ แจแแญแ แ แฐแ แตแแต แซแแฃแธแแ แฅแแซแแฝ แ แซแถ แจแแตแฐแซแจแซ แฅแซแแฝ แ แแจแแแ แแญ แฅแแฐแแแ แฐแแแฟแแข
แ แแฃแญแ แแ แฐแ แฐแแแญ แจแแ 30 แฆแณแแฝ แ แแแจแต แจแแแแจแณแธแ แ แซแแต แแญ แ แแแ แตแซแแฝ แฅแแฐแแจแแแ แ แถ แฅแซแฑ แฐแแแ แแฅแตแซแต แฌแฒแฎ แฐแแแจแแ แข
@etconp
๐งแจแ แฒแต แ แ แฃ แจแฐแ แแแแถแฝ แฃแแตแแฃแ แแแญแ แ แฐแ แฐแแแญ แจแแ แฆแณแแฝแ แ แแแซแต แจแฐแแซแฉ แตแซแแฝ แแจแแแแ แ แตแณแแ แข
แ แ แฒแต แ แ แฃ แ แแแ แญแแ แจแฐแแฝ แแจแแฐแ แจแแญแ แ แฐแ แฐแแแญ แจแแ 170 แฆแณแแฝแ แ แแแจแต แแแฃแณแ แฐแญแถ แซแ แแแ แแแแ แจแ แฒแต แ แ แฃ แแแแถแฝ แฃแแตแแฃแ แแญแตแ แแแ แ แถ แฅแซแฑ แฐแแแ แแฅแตแซแต แฌแฒแฎ แฐแแแจแแ แข
แจแฐแจแ แ แแณแฝ แแปแปแแฝ แ แซแซแแ แ แแแแตแฃ แฅแแฒแแ แ แแแฃแณ แแฅแแตแ แฐแจแ-แแญแต แแแแ แแฐแต แ แตแฌแแ แแตแแฎแฝ แแญ แ แแแ แจแ แจแ แแแแแต แแตแฐแแแ แณแขแซ แ แจแฐแแ แแณแแแฝ แแญ แ แฐแฐแแแ แจแแจแฐแฐแ แแญแ แจแตแซแแญ แฅแแ แตแแดแแ แฅแซแตแฐแแแแ แญแแแ แฐแฅแแแข
แญแ แแ แฝแแญ แแแแณแต แฃแแตแแฃแ แแฐแชแคแฑ แฃแแแต แแซแถแฝแจแแแแต แณแญ แจแแ แแแฐแป แแตแแฎแฝ แฝแณแตแ แฅแแ แฅแซ แ แจแแแแแกแกแฃแแฅแแฃแ แแฐแชแซแคแฑ แจแแ แ แ แฐแจแแชแ แจแฅแณแต แฅแ แ แฐแ แตแซ แ แแซแญ แฎแแฝแ แจแแแฉ แฅแแแแฝแ แจแแฎ แจแแญแ แ แฐแ แตแแต แซแแฃแธแแ แฅแแซแแฝ แ แซแถ แจแแตแฐแซแจแซ แฅแซแแฝ แ แแจแแแ แแญ แฅแแฐแแแ แฐแแแฟแแข
แ แแฃแญแ แแ แฐแ แฐแแแญ แจแแ 30 แฆแณแแฝ แ แแแจแต แจแแแแจแณแธแ แ แซแแต แแญ แ แแแ แตแซแแฝ แฅแแฐแแจแแแ แ แถ แฅแซแฑ แฐแแแ แแฅแตแซแต แฌแฒแฎ แฐแแแจแแ แข
@etconp
โค10๐4๐ญ1
๐แแแต แคแฐแแแแตแถแฝ แจแฃแ แ แแตแต แฎแจแฅ แแดแ แ แแแแแต แแตแ แต แแแแฉ แแ
๐ซแ แขแตแฎแตแซ แคแฐแแแแตแต แ แตแฐแณแฐแญ แตแญ แจแแฐแณแฐแฉแต แตแฌแณแ แคแฐ แแแแตแต แฅแ แจแ แ แแค แ แณแซแฝ แฃแ แ แแตแต แฎแจแฅ แแดแ แจแแซแฐแญแแธแ แแแฃแณ แแฐ แแจแจแปแ แแแซแ แแตแจแฑแ แ แซแณ แจแขแตแฎแตแซ แคแฐ แแแแตแต แ แตแฐแณแฐแญ แแ แณแญแฌแญแฐแญ แแตแฉ แฉแแณ แฐแแทแแข
โบแจแตแฌแณแ แคแฐแแแแตแต แจแแดแ แแแฃแณแ แจแฆแตแต แแแณแต แ แแต แฐแแแฎ แ แแ แแฐ แแ แแแแซแ แแแซแ แแญ แฐแญแทแแข
๐งแ แ แ แจแแแแ แแค แ แซแณแฝ แจแแดแ แแแฃแณ แ แธแซแฐแ แ แฒแต แแดแ แตแญแ แต แจแฐแจแแแ แฒแแแฃแฅ แธแซแฐแ แขแแจแตแต แซแฐแจแแ แตแ แแดแ แแฆแตแต แแแณแต แแชแแ แแแฐแซแต แจแฐแแแแแ แต แ แแ แแฆแณแ แจแชแซแญ แญแแซ แแแแแตแต แแแแ แฅแแฐแแแแญ แฐแแแญแทแแข
๐ซแ แแแฑแ แคแฐแแแแตแถแฝ แแณแแ แ แ แแญแแตแแด แจแขแตแฎแตแซ แแแต แณแ แญแ แแแฃแธแ แจแแ แฉ แคแถแฝ แจแ แญแต แญแแณแธแ แณแญแแซ แฐแจแแช แแแฃแณแแฝแ แ แแจแ แแ แแแแแต แแแ แฅแจแฐแฐแจแ แแแข
Via แ แซแณ แคแ แคแ
@etconp
๐ซแ แขแตแฎแตแซ แคแฐแแแแตแต แ แตแฐแณแฐแญ แตแญ แจแแฐแณแฐแฉแต แตแฌแณแ แคแฐ แแแแตแต แฅแ แจแ แ แแค แ แณแซแฝ แฃแ แ แแตแต แฎแจแฅ แแดแ แจแแซแฐแญแแธแ แแแฃแณ แแฐ แแจแจแปแ แแแซแ แแตแจแฑแ แ แซแณ แจแขแตแฎแตแซ แคแฐ แแแแตแต แ แตแฐแณแฐแญ แแ แณแญแฌแญแฐแญ แแตแฉ แฉแแณ แฐแแทแแข
โบแจแตแฌแณแ แคแฐแแแแตแต แจแแดแ แแแฃแณแ แจแฆแตแต แแแณแต แ แแต แฐแแแฎ แ แแ แแฐ แแ แแแแซแ แแแซแ แแญ แฐแญแทแแข
๐งแ แ แ แจแแแแ แแค แ แซแณแฝ แจแแดแ แแแฃแณ แ แธแซแฐแ แ แฒแต แแดแ แตแญแ แต แจแฐแจแแแ แฒแแแฃแฅ แธแซแฐแ แขแแจแตแต แซแฐแจแแ แตแ แแดแ แแฆแตแต แแแณแต แแชแแ แแแฐแซแต แจแฐแแแแแ แต แ แแ แแฆแณแ แจแชแซแญ แญแแซ แแแแแตแต แแแแ แฅแแฐแแแแญ แฐแแแญแทแแข
๐ซแ แแแฑแ แคแฐแแแแตแถแฝ แแณแแ แ แ แแญแแตแแด แจแขแตแฎแตแซ แแแต แณแ แญแ แแแฃแธแ แจแแ แฉ แคแถแฝ แจแ แญแต แญแแณแธแ แณแญแแซ แฐแจแแช แแแฃแณแแฝแ แ แแจแ แแ แแแแแต แแแ แฅแจแฐแฐแจแ แแแข
Via แ แซแณ แคแ แคแ
@etconp
๐4โค3
๐แจแแแฃแณ แฐแ
แแแต
๐ซConstruction Safety
๐ทAddis Abeba's construction boom is coming under scrutiny as city authorities announce a crackdown on unsafe practices across 24,000 active sites starting July 12, 2025.
โบA task force led by Wendimu Seta, the cityโs general manager, will inspect sites for compliance with safety standards, with immediate suspensions and demolitions for violations.
โบThe initiative seeks to address systemic issues discussed in a high-level forum, where officials cited 142 recorded worker fatalities since 2022.
๐Read more๐
https://ow.ly/Zws750WlAYz
Via Addis Fortune
@etconp
๐ซConstruction Safety
๐ทAddis Abeba's construction boom is coming under scrutiny as city authorities announce a crackdown on unsafe practices across 24,000 active sites starting July 12, 2025.
โบA task force led by Wendimu Seta, the cityโs general manager, will inspect sites for compliance with safety standards, with immediate suspensions and demolitions for violations.
โบThe initiative seeks to address systemic issues discussed in a high-level forum, where officials cited 142 recorded worker fatalities since 2022.
๐Read more๐
https://ow.ly/Zws750WlAYz
Via Addis Fortune
@etconp
โค7๐6
๐Standard Penetration Test (SPT) โ Essential Soil Investigation Tool
โบWhen it comes to foundation design and geotechnical engineering, understanding the soil behavior beneath a construction site is non-negotiable.
โบOne of the most common and reliable methods used worldwide for subsurface investigation is the Standard Penetration Test (SPT).
๐Letโs break it down clearly:
โ๏ธWhat is Standard Penetration Test (SPT)?
โถ๏ธThe Standard Penetration Test (SPT) is an in-situ dynamic penetration test carried out in boreholes to determine the geotechnical properties of soil. It provides an indication of the soil's strength, density, and bearing capacity โ essential parameters for safe and economical foundation design.
โถ๏ธThe test is widely used for both sand and clay soils and forms an integral part of site investigations for buildings, bridges, roads, and other infrastructure.
๐ซHow is the SPT Conducted?
โบThe process involves the following steps:
๐ง A borehole is drilled to the desired depth using rotary or percussion drilling methods.
๐ง A split-spoon sampler (a thick-walled cylindrical tube) is placed at the bottom of the borehole.
๐ง A 63.5kg (140 lbs) hammer is dropped from a height of 760mm (30 inches) repeatedly to drive the sampler into the soil.
๐ง The number of hammer blows required to drive the sampler 150mm (6 inches) at three consecutive intervals is recorded.
๐ง The sum of the blows required for the second and third 150mm penetration is called the N-Value or SPT Blow Count.
๐ทUnderstanding the SPT N-Value
โบThe N-Value is a measure of soil resistance to penetration and gives vital information about the soil's characteristics:
๐งN-Value Range Soil Condition
0 - 4 Very Loose/Soft Soil
5 - 10 Loose Soil
11 - 30 Medium Dense/Compact
31 - 50 Dense Soil
>50 Very Dense/Hard Soil
@etconp
โบWhen it comes to foundation design and geotechnical engineering, understanding the soil behavior beneath a construction site is non-negotiable.
โบOne of the most common and reliable methods used worldwide for subsurface investigation is the Standard Penetration Test (SPT).
๐Letโs break it down clearly:
โ๏ธWhat is Standard Penetration Test (SPT)?
โถ๏ธThe Standard Penetration Test (SPT) is an in-situ dynamic penetration test carried out in boreholes to determine the geotechnical properties of soil. It provides an indication of the soil's strength, density, and bearing capacity โ essential parameters for safe and economical foundation design.
โถ๏ธThe test is widely used for both sand and clay soils and forms an integral part of site investigations for buildings, bridges, roads, and other infrastructure.
๐ซHow is the SPT Conducted?
โบThe process involves the following steps:
๐ง A borehole is drilled to the desired depth using rotary or percussion drilling methods.
๐ง A split-spoon sampler (a thick-walled cylindrical tube) is placed at the bottom of the borehole.
๐ง A 63.5kg (140 lbs) hammer is dropped from a height of 760mm (30 inches) repeatedly to drive the sampler into the soil.
๐ง The number of hammer blows required to drive the sampler 150mm (6 inches) at three consecutive intervals is recorded.
๐ง The sum of the blows required for the second and third 150mm penetration is called the N-Value or SPT Blow Count.
๐ทUnderstanding the SPT N-Value
โบThe N-Value is a measure of soil resistance to penetration and gives vital information about the soil's characteristics:
๐งN-Value Range Soil Condition
0 - 4 Very Loose/Soft Soil
5 - 10 Loose Soil
11 - 30 Medium Dense/Compact
31 - 50 Dense Soil
>50 Very Dense/Hard Soil
@etconp
โค10๐3
๐What is the purpose of adding Admixture ?
โญ๏ธConcrete admixtures are added to concrete mixes to modify and enhance the properties of the concrete, both in its fresh and hardened states.
๐Here's a breakdown of the key reasons:
๐งImproved Workability:
โบAdmixtures can make concrete easier to mix, place, and finish.
โบThis is especially important for complex pours or when working in difficult conditions.
๐งEnhanced Strength:
โบCertain admixtures can increase the compressive and flexural strength of concrete, leading to more durable and robust structures.
๐งIncreased Durability:
โบAdmixtures can improve concrete's resistance to environmental factors like freeze-thaw cycles, chemical attacks, and abrasion.
๐งModified Setting Time:
โบAdmixtures can accelerate or retard the setting time of concrete, allowing for adjustments based on project needs and weather conditions.
๐งWater Reduction:
โบWater-reducing admixtures allow for the production of stronger, more durable concrete with less water, which improves the water to cement ratio.
๐งSpecialized Applications:
โบAdmixtures can be used to achieve specific properties, such as air entrainment for improved freeze-thaw resistance or coloring for aesthetic purposes.
๐ซIn essence, concrete admixtures provide a way to tailor concrete mixes to meet the specific requirements of a wide range of construction projects.
@etconp
โญ๏ธConcrete admixtures are added to concrete mixes to modify and enhance the properties of the concrete, both in its fresh and hardened states.
๐Here's a breakdown of the key reasons:
๐งImproved Workability:
โบAdmixtures can make concrete easier to mix, place, and finish.
โบThis is especially important for complex pours or when working in difficult conditions.
๐งEnhanced Strength:
โบCertain admixtures can increase the compressive and flexural strength of concrete, leading to more durable and robust structures.
๐งIncreased Durability:
โบAdmixtures can improve concrete's resistance to environmental factors like freeze-thaw cycles, chemical attacks, and abrasion.
๐งModified Setting Time:
โบAdmixtures can accelerate or retard the setting time of concrete, allowing for adjustments based on project needs and weather conditions.
๐งWater Reduction:
โบWater-reducing admixtures allow for the production of stronger, more durable concrete with less water, which improves the water to cement ratio.
๐งSpecialized Applications:
โบAdmixtures can be used to achieve specific properties, such as air entrainment for improved freeze-thaw resistance or coloring for aesthetic purposes.
๐ซIn essence, concrete admixtures provide a way to tailor concrete mixes to meet the specific requirements of a wide range of construction projects.
@etconp
โค9๐5
๐แฅแแดแต แแ แญแจแแฑ แแณแแผ?
๐ซแฅแตแฒ แ แญแจแแณแน แจแแแ แจแแณแแกแต แแ แฃแญแแต แจ PDF แแ แแ แแญแ แแญแ แฅแแแญแแน
๐ทแจแตแ แ แแแแแตแ แ แฃแแต แจแแตแแต แซแแ แ แณแแแ
๐งแฐแฅแฐแฅ แ แญแแ แแณ แฅแแ แฅแแแฅแแแแ๐
๐ฉแแณแฅแฃแฅแซแ แฅแ แ แตแฐแซแจแต แซแแต แ @Philemona7 แแแแโค
Ethio Construction Engineering
@etconp
๐ซแฅแตแฒ แ แญแจแแณแน แจแแแ แจแแณแแกแต แแ แฃแญแแต แจ PDF แแ แแ แแญแ แแญแ แฅแแแญแแน
๐ทแจแตแ แ แแแแแตแ แ แฃแแต แจแแตแแต แซแแ แ แณแแแ
๐งแฐแฅแฐแฅ แ แญแแ แแณ แฅแแ แฅแแแฅแแแแ๐
๐ฉแแณแฅแฃแฅแซแ แฅแ แ แตแฐแซแจแต แซแแต แ @Philemona7 แแแแโค
Ethio Construction Engineering
@etconp
โค17๐12๐2
_@etconp_2017_4th_Quarter_Constraction_Works_Item_Direct_Cost.pdf
22.3 MB
๐ทแ 2017 แ.แ แ แซแฐแ แฉแฅ แแแต แฐแแฃแซแ แจแแฐแจแ แจแแแฃแณ แฅแซแแฝ แญแแ แแฅแฐแ แแ แฐแแ (4th Quarter Construction Works of Direct Cost)
๐แ แฐแแญ แจแแ แฐแแ (BOQ - Priced bill of Quantities) แแแณแแก แจแฒแแญแ แ แแซแชแแฝ แฅแ แจแแฎแแญแต แแแแฒแถแฝ แญแ แแฝแแแข
๐ซแ แแแฝ แจแแแชแฑ แญแแแฝ แจแแตแแ แจแฎแแตแตแซแญแฝแ แฃแแแซแแฝแ แฅแแฐแแแป แแณแฅ แญแ แ แแฝแแแข
@etconp
๐แ แฐแแญ แจแแ แฐแแ (BOQ - Priced bill of Quantities) แแแณแแก แจแฒแแญแ แ แแซแชแแฝ แฅแ แจแแฎแแญแต แแแแฒแถแฝ แญแ แแฝแแแข
๐ซแ แแแฝ แจแแแชแฑ แญแแแฝ แจแแตแแ แจแฎแแตแตแซแญแฝแ แฃแแแซแแฝแ แฅแแฐแแแป แแณแฅ แญแ แ แแฝแแแข
@etconp
๐17โค8๐ฅ4๐2
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โค6๐ฅ1
๐Curing time for prime coat?
๐งCuring of a prime coat in road construction is the process where the applied material (e.g., cutback asphalt or emulsified asphalt) sets and achieves its intended properties, such as penetration, adhesion, and sealing.
๐ฒProper curing is critical for effective bonding between the base course and asphalt layer. Below is a concise guide on prime coat curing:
โญ๏ธKey Aspects of Prime Coat Curing
โบ1. Curing Mechanism:
- Cutback Asphalt (e.g., MC-30, MC-70): Cures through the evaporation of the solvent (e.g., kerosene or naphtha), leaving behind a thin asphalt film that binds to the base.
- Emulsified Asphalt (e.g., CSS-1, SS-1): Cures through "breaking" of the emulsion, where water evaporates, and asphalt particles coalesce to form a cohesive layer.
โบ2. Curing Time:
- Cutback Asphalt: Typically 12โ24 hours, depending on the solvent type, application rate (0.4โ1.2 kg/mยฒ), and environmental conditions.
- Emulsified Asphalt: Typically 24โ48 hours, as water evaporation is slower than solvent-based materials.
- Factors Affecting Curing:
- Temperature: Higher temperatures (above 20ยฐC) accelerate curing; below 10ยฐC, curing slows significantly.
- Humidity: High humidity delays emulsion curing due to slower water evaporation.
- Ventilation: Good airflow speeds up solvent or water evaporation.
- Base Porosity: More porous bases (e.g., WMM) may require longer curing for deeper penetration.
โบ3. Curing Process Guidelines:
- Apply Uniformly: Ensure even application (using a calibrated distributor) to avoid pooling, which can delay curing.
- Protect the Surface: Restrict traffic and heavy equipment to prevent damage to the curing coat. Use barriers or signs as needed.
- Monitor Weather: Avoid application if rain is expected within the curing period, as moisture can disrupt the process or wash away the prime coat.
- Check Penetration: The prime coat should penetrate 0.5โ1 cm into the base for optimal sealing and bonding. Test a small section if needed.
โบ4. Signs of Proper Curing:
- Surface appears dark and tacky (not wet or glossy).
- No solvent or water remains on the surface.
- The base feels firm and stable, with no loose particles.
โบ5. Post-Curing:
- Inspect the surface for uniform coverage and adequate bonding before placing the asphalt layer.
- Avoid delays beyond 48โ72 hours after curing, as dust or debris accumulation may require re-cleaning the surface.
๐ทBest Practices:
- Apply prime coat in dry, warm conditions (above 10ยฐC) to ensure faster curing.
- For emulsions, lightly moisten the base course to aid penetration but avoid saturation.
- In hot climates, cutbacks like MC-70 cure faster but may require careful handling due to solvent volatility.
- In cooler or humid conditions, consider emulsions or adjust curing time expectations.
โ๏ธTroubleshooting:
- Slow Curing: If curing takes too long, check for excessive application, high humidity, or low temperatures. Improve ventilation or wait longer.
- Poor Penetration: May indicate a dense base or insufficient material. Lightly scarify the base or adjust the application rate.
- Uneven Curing: Caused by inconsistent application. Recalibrate the distributor and ensure proper nozzle function.
@etconp
๐งCuring of a prime coat in road construction is the process where the applied material (e.g., cutback asphalt or emulsified asphalt) sets and achieves its intended properties, such as penetration, adhesion, and sealing.
๐ฒProper curing is critical for effective bonding between the base course and asphalt layer. Below is a concise guide on prime coat curing:
โญ๏ธKey Aspects of Prime Coat Curing
โบ1. Curing Mechanism:
- Cutback Asphalt (e.g., MC-30, MC-70): Cures through the evaporation of the solvent (e.g., kerosene or naphtha), leaving behind a thin asphalt film that binds to the base.
- Emulsified Asphalt (e.g., CSS-1, SS-1): Cures through "breaking" of the emulsion, where water evaporates, and asphalt particles coalesce to form a cohesive layer.
โบ2. Curing Time:
- Cutback Asphalt: Typically 12โ24 hours, depending on the solvent type, application rate (0.4โ1.2 kg/mยฒ), and environmental conditions.
- Emulsified Asphalt: Typically 24โ48 hours, as water evaporation is slower than solvent-based materials.
- Factors Affecting Curing:
- Temperature: Higher temperatures (above 20ยฐC) accelerate curing; below 10ยฐC, curing slows significantly.
- Humidity: High humidity delays emulsion curing due to slower water evaporation.
- Ventilation: Good airflow speeds up solvent or water evaporation.
- Base Porosity: More porous bases (e.g., WMM) may require longer curing for deeper penetration.
โบ3. Curing Process Guidelines:
- Apply Uniformly: Ensure even application (using a calibrated distributor) to avoid pooling, which can delay curing.
- Protect the Surface: Restrict traffic and heavy equipment to prevent damage to the curing coat. Use barriers or signs as needed.
- Monitor Weather: Avoid application if rain is expected within the curing period, as moisture can disrupt the process or wash away the prime coat.
- Check Penetration: The prime coat should penetrate 0.5โ1 cm into the base for optimal sealing and bonding. Test a small section if needed.
โบ4. Signs of Proper Curing:
- Surface appears dark and tacky (not wet or glossy).
- No solvent or water remains on the surface.
- The base feels firm and stable, with no loose particles.
โบ5. Post-Curing:
- Inspect the surface for uniform coverage and adequate bonding before placing the asphalt layer.
- Avoid delays beyond 48โ72 hours after curing, as dust or debris accumulation may require re-cleaning the surface.
๐ทBest Practices:
- Apply prime coat in dry, warm conditions (above 10ยฐC) to ensure faster curing.
- For emulsions, lightly moisten the base course to aid penetration but avoid saturation.
- In hot climates, cutbacks like MC-70 cure faster but may require careful handling due to solvent volatility.
- In cooler or humid conditions, consider emulsions or adjust curing time expectations.
โ๏ธTroubleshooting:
- Slow Curing: If curing takes too long, check for excessive application, high humidity, or low temperatures. Improve ventilation or wait longer.
- Poor Penetration: May indicate a dense base or insufficient material. Lightly scarify the base or adjust the application rate.
- Uneven Curing: Caused by inconsistent application. Recalibrate the distributor and ensure proper nozzle function.
@etconp
โค6๐5๐3
๐What Is Shear Wall
๐ซShear wall is a structural member used to resist lateral forces i.e. parallel to the plane of the wall.
โบFor slender walls where the bending deformation is more, Shear wall resists the loads due to Cantilever Action.
โบIn other words, Shear walls are vertical elements of the horizontal force resisting system.
โ๏ธIn building construction, a rigid vertical diaphragm capable of transferring lateral forces from exterior walls, floors, and roofs to the ground foundation in a direction parallel to their planes.
๐งExamples are the reinforced-concrete wall.
โบLateral forces caused by wind, earthquake, and uneven settlement loads, in addition to the weight of structure and occupants, create powerful twisting (torsional) forces.
โบThis leads to the failure of the structures by shear.
โ๏ธShear walls are especially important in high-rise buildings subject to lateral wind and seismic forces.
โบGenerally, shear walls are either plane or flanged in section, while core walls consist of channel sections.
โ๏ธThey also provide adequate strength and stiffness to control lateral displacements.
โบThe shape and plan position of the shear wall influences the behavior of the structure considerably.
โ๏ธStructurally, the best position for the shear walls is in the center of each half of the building.
โบThis is rarely practical, since it also utilizes the space a lot, so they are positioned at the ends.
โ๏ธIt is better to use walls with no openings in them. So, usually, the walls around lift shafts and stairwells are used. Also, walls on the sides of buildings that have no windows can be used.
@etconp
๐ซShear wall is a structural member used to resist lateral forces i.e. parallel to the plane of the wall.
โบFor slender walls where the bending deformation is more, Shear wall resists the loads due to Cantilever Action.
โบIn other words, Shear walls are vertical elements of the horizontal force resisting system.
โ๏ธIn building construction, a rigid vertical diaphragm capable of transferring lateral forces from exterior walls, floors, and roofs to the ground foundation in a direction parallel to their planes.
๐งExamples are the reinforced-concrete wall.
โบLateral forces caused by wind, earthquake, and uneven settlement loads, in addition to the weight of structure and occupants, create powerful twisting (torsional) forces.
โบThis leads to the failure of the structures by shear.
โ๏ธShear walls are especially important in high-rise buildings subject to lateral wind and seismic forces.
โบGenerally, shear walls are either plane or flanged in section, while core walls consist of channel sections.
โ๏ธThey also provide adequate strength and stiffness to control lateral displacements.
โบThe shape and plan position of the shear wall influences the behavior of the structure considerably.
โ๏ธStructurally, the best position for the shear walls is in the center of each half of the building.
โบThis is rarely practical, since it also utilizes the space a lot, so they are positioned at the ends.
โ๏ธIt is better to use walls with no openings in them. So, usually, the walls around lift shafts and stairwells are used. Also, walls on the sides of buildings that have no windows can be used.
@etconp
โค9๐8๐2