Forwarded from Ethio Construction Engineering (जॉर्डनो ג׳ורדנו ጆርዳኖ جوردانو จอร์แดโน่ JORDANO Ιορδάνοςஜார்டானோ) via @like
ጥያቄ / QUESTION
Which of the following stress can be determined using mohr’s circle method?
1. Torsional stress
2. Bending stress
3. Principal stress
4. All of the above
#soilmechanics #mohr’scircle
Soil mechanics’ን ማስታወስ ይጠይቃል
@etconp
Which of the following stress can be determined using mohr’s circle method?
1. Torsional stress
2. Bending stress
3. Principal stress
4. All of the above
#soilmechanics #mohr’scircle
Soil mechanics’ን ማስታወስ ይጠይቃል
@etconp
Forwarded from Ethio Construction Engineering (जॉर्डनो ג׳ורדנו ጆርዳኖ جوردانو จอร์แดโน่ JORDANO Ιορδάνοςஜார்டானோ) via @like
The minimum water content at which the soil just begins to crumble which is rolled in to threads 3mm in diameter, is known as ___?
1.liquid limit
2. Plastic limit
3. Shrinkage limit
4. Permeability limit
#quiz #participate #soilmechanics
@etconp
1.liquid limit
2. Plastic limit
3. Shrinkage limit
4. Permeability limit
#quiz #participate #soilmechanics
@etconp
👍1
Forwarded from Ethio Construction Engineering (जॉर्डनो ג׳ורדנו ጆርዳኖ جوردانو จอร์แดโน่ JORDANO Ιορδάνοςஜார்டானோ) via @like
Which formula is Rankine’s active earth pressure formula (Ka)
1. Ka= tan (45⁰ - φ)
2. Ka = tan² (45⁰ + φ/2)
3. Ka = tan² (45⁰ - φ/2)
4. Ka= tan (45⁰ + φ)
#soilmechanics #activeearthpressure
#quiz
@etconp
1. Ka= tan (45⁰ - φ)
2. Ka = tan² (45⁰ + φ/2)
3. Ka = tan² (45⁰ - φ/2)
4. Ka= tan (45⁰ + φ)
#soilmechanics #activeearthpressure
#quiz
@etconp
#soilmechanics #soil
Given 1870g (gram) of wet compacted soil into mold with volume of 1000cm³. The soil is put into oven and dried to a constant weight of 1667 gram. The specific gravity of the soil is assumed to be 2.56.
Calculate
A. Water content (Ww)
B. Dry unit weight (γdry)
C. Porosity of the soil (n)
D. Degree of saturation (S)
E. Saturated unit weight of the soil (γsaturated)
@etconp
Facebook:- https://www.Facebook.com/etconp/
Given 1870g (gram) of wet compacted soil into mold with volume of 1000cm³. The soil is put into oven and dried to a constant weight of 1667 gram. The specific gravity of the soil is assumed to be 2.56.
Calculate
A. Water content (Ww)
B. Dry unit weight (γdry)
C. Porosity of the soil (n)
D. Degree of saturation (S)
E. Saturated unit weight of the soil (γsaturated)
@etconp
Facebook:- https://www.Facebook.com/etconp/
Ethio Construction Engineering
#soil mechanics #soil The moist unit weight of a soil is 16.5KN/m³. Given water content of soil is 15% and specific gravity (Gs) = 2.7 based on the given information find A. Dry unit weight( γdry) B. The porosity (n) C. The degree of saturation (S), and…
#soilmechanics
Question and answer
Soil mechanics
@etconp
Facebook:- https://www.Facebook.com/etconp/
Question and answer
Soil mechanics
@etconp
Facebook:- https://www.Facebook.com/etconp/
👉Here is a comprehensive infographic detailing 8 essential laboratory tests for soil in civil and geotechnical engineering.
🚧We break down the Purpose, step-by-step Procedure, fundamental Formulas (like Moisture Content % and Hydraulic Conductivity k), and standard Standards (ASTM and AASHTO). We also include critical visual aids like Particle Size Distribution (GSD) curves, the Soil Plasticity Chart, and Compaction/Proctor Density curves for deep classification and engineering application.
This guide is a vital reference for students and site professionals evaluating soil suitability for everything from foundations to pavements and retaining walls.
#CivilEngineering #GeotechnicalEngineering #SoilMechanics #SoilTesting #GeotechEngineering #ConstructionSite #MaterialsTesting #LaboratoryTests #SoilClassification #StandardProctor
#CBRTest #ASTM #AASHTO #EngineeringChecklist
@etconp
🚧We break down the Purpose, step-by-step Procedure, fundamental Formulas (like Moisture Content % and Hydraulic Conductivity k), and standard Standards (ASTM and AASHTO). We also include critical visual aids like Particle Size Distribution (GSD) curves, the Soil Plasticity Chart, and Compaction/Proctor Density curves for deep classification and engineering application.
This guide is a vital reference for students and site professionals evaluating soil suitability for everything from foundations to pavements and retaining walls.
#CivilEngineering #GeotechnicalEngineering #SoilMechanics #SoilTesting #GeotechEngineering #ConstructionSite #MaterialsTesting #LaboratoryTests #SoilClassification #StandardProctor
#CBRTest #ASTM #AASHTO #EngineeringChecklist
@etconp
❤8
👉Concept of Unit Weight
- Unit weight is the weight of a material per unit volume, expressed in kg/m³.
- It is essential in structural design, load calculations, and material estimation.
- These are standard approximate values, used for preliminary design, but actual site values may vary.
📊 Standard Unit Weights (Details)
- R.C.C → 2500 kg/m³. Reinforced Cement Concrete is heavier due to steel reinforcement.
- P.C.C → 2400 kg/m³. Plain Cement Concrete, slightly lighter than RCC.
- Brick Work → 1800 kg/m³. Depends on brick type and mortar ratio.
- Soil → 1600 kg/m³. Varies with compaction and moisture content.
- Coarse Aggregate → 2300 kg/m³. Used in concrete mix; density affects strength.
- Fine Aggregate → 2350 kg/m³. Sand; slightly denser than coarse aggregate.
- Cement → 1440 kg/m³. Bulk density of cement powder.
- Steel → 7850 kg/m³. Very dense; critical for reinforcement and structural members.
- Stone Masonry → 2300 kg/m³. Depends on stone type (granite, limestone, etc.).
- Cement Mortar → 2100 kg/m³. Mix of cement and sand; density varies with ratio.
🏗️ Practical Applications
- Structural Load Analysis → Dead load calculations rely on these values.
- Material Procurement → Helps estimate required quantities for construction.
- Foundation Design → Soil unit weight is vital for bearing capacity.
- Mix Design → Aggregate and cement weights influence concrete strength.
⚠️ Notes
- Values are approximate and should be verified for critical design.
- Local material properties may differ due to source, compaction, and moisture.
- Engineers often perform field tests to confirm actual densities.
#CivilEngineering #ConstructionMaterials #UnitWeight #StructuralDesign #Concrete #Steel #BrickWork #SoilMechanics #MaterialEstimation #EngineeringInfographic
@etconp
- Unit weight is the weight of a material per unit volume, expressed in kg/m³.
- It is essential in structural design, load calculations, and material estimation.
- These are standard approximate values, used for preliminary design, but actual site values may vary.
📊 Standard Unit Weights (Details)
- R.C.C → 2500 kg/m³. Reinforced Cement Concrete is heavier due to steel reinforcement.
- P.C.C → 2400 kg/m³. Plain Cement Concrete, slightly lighter than RCC.
- Brick Work → 1800 kg/m³. Depends on brick type and mortar ratio.
- Soil → 1600 kg/m³. Varies with compaction and moisture content.
- Coarse Aggregate → 2300 kg/m³. Used in concrete mix; density affects strength.
- Fine Aggregate → 2350 kg/m³. Sand; slightly denser than coarse aggregate.
- Cement → 1440 kg/m³. Bulk density of cement powder.
- Steel → 7850 kg/m³. Very dense; critical for reinforcement and structural members.
- Stone Masonry → 2300 kg/m³. Depends on stone type (granite, limestone, etc.).
- Cement Mortar → 2100 kg/m³. Mix of cement and sand; density varies with ratio.
🏗️ Practical Applications
- Structural Load Analysis → Dead load calculations rely on these values.
- Material Procurement → Helps estimate required quantities for construction.
- Foundation Design → Soil unit weight is vital for bearing capacity.
- Mix Design → Aggregate and cement weights influence concrete strength.
⚠️ Notes
- Values are approximate and should be verified for critical design.
- Local material properties may differ due to source, compaction, and moisture.
- Engineers often perform field tests to confirm actual densities.
#CivilEngineering #ConstructionMaterials #UnitWeight #StructuralDesign #Concrete #Steel #BrickWork #SoilMechanics #MaterialEstimation #EngineeringInfographic
@etconp
❤13
👉Some Most Important Questions for Construction Engineers
1. What is the difference between dead load, live load, and wind load?
2. What is the difference between one-way slab and two-way slab?
3. What are the main ingredients of concrete?
4. What is the purpose of curing in concrete?
5. What is the difference between PCC and RCC?
6. What is the minimum curing period for concrete?
7. What is the difference between footing and foundation?
8. What is the water-cement ratio and why is it important?
9. What is the purpose of stirrups in reinforced concrete beams?
10. What are the common tests conducted on cement?
11. What is the difference between bearing capacity and safe bearing capacity of soil?
12. What is a Bar Bending Schedule (BBS)?
13. What is the difference between plinth level, sill level, and lintel level?
14. What is the purpose of expansion joints in structures?
15. What are the common defects found in concrete structures?
16. What is the difference between brick masonry and block masonry?
17. What is the purpose of camber in roads?
18. What is super elevation and why is it provided?
19. What is the difference between open traverse and closed traverse?
20. What is RL (Reduced Level) in surveying?
21. What are the different methods of levelling?
22. What is the purpose of a retaining wall?
23. What is the difference between flexible pavement and rigid pavement?
24. What are the types of foundations used in building construction?
25. What safety precautions should be followed on a construction site?
#CivilEngineering #CivilEngineer #EngineeringInterview #SiteEngineer #Construction #Surveying #ConcreteTechnology #StructuralEngineering #SoilMechanics #HighwayEngineering #BuildingConstruction #EngineeringStudents #CivilEngineeringTools #SiteKnowledge #EngineeringQuestions
@etconp
1. What is the difference between dead load, live load, and wind load?
2. What is the difference between one-way slab and two-way slab?
3. What are the main ingredients of concrete?
4. What is the purpose of curing in concrete?
5. What is the difference between PCC and RCC?
6. What is the minimum curing period for concrete?
7. What is the difference between footing and foundation?
8. What is the water-cement ratio and why is it important?
9. What is the purpose of stirrups in reinforced concrete beams?
10. What are the common tests conducted on cement?
11. What is the difference between bearing capacity and safe bearing capacity of soil?
12. What is a Bar Bending Schedule (BBS)?
13. What is the difference between plinth level, sill level, and lintel level?
14. What is the purpose of expansion joints in structures?
15. What are the common defects found in concrete structures?
16. What is the difference between brick masonry and block masonry?
17. What is the purpose of camber in roads?
18. What is super elevation and why is it provided?
19. What is the difference between open traverse and closed traverse?
20. What is RL (Reduced Level) in surveying?
21. What are the different methods of levelling?
22. What is the purpose of a retaining wall?
23. What is the difference between flexible pavement and rigid pavement?
24. What are the types of foundations used in building construction?
25. What safety precautions should be followed on a construction site?
#CivilEngineering #CivilEngineer #EngineeringInterview #SiteEngineer #Construction #Surveying #ConcreteTechnology #StructuralEngineering #SoilMechanics #HighwayEngineering #BuildingConstruction #EngineeringStudents #CivilEngineeringTools #SiteKnowledge #EngineeringQuestions
@etconp
❤17
👉In civil engineering, soils are classified based on grain size, composition, and engineering behavior.
🪧Each soil type has different construction properties that affect foundation design, stability, and load-bearing capacity.
🏗️ Major Soil Types & Their Construction Properties
1. Gravel (Coarse-Grained Soil)
Particle size: > 4.75 mm
Drainage: Excellent
Strength: Very high shear strength
Compressibility: Very low
Construction use:
Best for foundations
Road base material
High load-bearing capacity
2. Sand (Coarse-Grained Soil)
Particle size: 0.075 – 4.75 mm
Drainage: Good
Strength: Medium to high (depends on compaction)
Compressibility: Low
Construction use:
Backfilling
Pavement layers
Good for shallow foundations (if compacted)
3. Silt (Fine-Grained Soil)
Particle size: 0.002 – 0.075 mm
Drainage: Poor
Strength: Low to medium
Compressibility: Moderate
Construction use:
Not ideal for heavy structures
Needs stabilization or mixing
Prone to settlement and water retention
4. Clay (Very Fine-Grained Soil)
Particle size: < 0.002 mm
Drainage: Very poor
Strength: Low when wet, high when dry
Compressibility: High
Construction use:
Requires special foundation design
Swelling/shrinkage issues
Used after soil improvement (lime/cement stabilization)
5. Organic Soil (Peat)
Composition: Decomposed plant material
Drainage: Variable but weak structure
Strength: Very low
Compressibility: Very high
Construction use:
Not suitable for construction
Must be removed or replaced
⚙️ Key Engineering Properties (Important in Construction)
In geotechnical engineering, soil performance is judged by:
Bearing capacity (ability to support load)
Permeability (water flow through soil)
Compaction characteristics
Shear strength
Plasticity & shrink-swell behavior
Settlement potential
📘 Summary
Gravel & sand = good for construction
Silt = moderate, needs care
Clay = problematic, needs treatment
Organic soil = avoid for structures
If you want, I can also give you:
Soil classification chart (USCS / AASHTO)
🔖Here are some relevant hashtags for Soil Types & Construction Properties 👷♂️
#SoilEngineering #GeotechnicalEngineering #CivilEngineering #SoilTypes #ConstructionMaterials #FoundationEngineering #SiteEngineering #BuildingConstruction #EngineeringStudents #ConstructionKnowledge #SoilMechanics #CivilNotes #LearnEngineering #EngineeringBasics #ConstructionSite #EngineeringLife #SoilTesting #FieldWork #StructuralEngineering #EngineeringEducation
@etconp
🪧Each soil type has different construction properties that affect foundation design, stability, and load-bearing capacity.
🏗️ Major Soil Types & Their Construction Properties
1. Gravel (Coarse-Grained Soil)
Particle size: > 4.75 mm
Drainage: Excellent
Strength: Very high shear strength
Compressibility: Very low
Construction use:
Best for foundations
Road base material
High load-bearing capacity
2. Sand (Coarse-Grained Soil)
Particle size: 0.075 – 4.75 mm
Drainage: Good
Strength: Medium to high (depends on compaction)
Compressibility: Low
Construction use:
Backfilling
Pavement layers
Good for shallow foundations (if compacted)
3. Silt (Fine-Grained Soil)
Particle size: 0.002 – 0.075 mm
Drainage: Poor
Strength: Low to medium
Compressibility: Moderate
Construction use:
Not ideal for heavy structures
Needs stabilization or mixing
Prone to settlement and water retention
4. Clay (Very Fine-Grained Soil)
Particle size: < 0.002 mm
Drainage: Very poor
Strength: Low when wet, high when dry
Compressibility: High
Construction use:
Requires special foundation design
Swelling/shrinkage issues
Used after soil improvement (lime/cement stabilization)
5. Organic Soil (Peat)
Composition: Decomposed plant material
Drainage: Variable but weak structure
Strength: Very low
Compressibility: Very high
Construction use:
Not suitable for construction
Must be removed or replaced
⚙️ Key Engineering Properties (Important in Construction)
In geotechnical engineering, soil performance is judged by:
Bearing capacity (ability to support load)
Permeability (water flow through soil)
Compaction characteristics
Shear strength
Plasticity & shrink-swell behavior
Settlement potential
📘 Summary
Gravel & sand = good for construction
Silt = moderate, needs care
Clay = problematic, needs treatment
Organic soil = avoid for structures
If you want, I can also give you:
Soil classification chart (USCS / AASHTO)
🔖Here are some relevant hashtags for Soil Types & Construction Properties 👷♂️
#SoilEngineering #GeotechnicalEngineering #CivilEngineering #SoilTypes #ConstructionMaterials #FoundationEngineering #SiteEngineering #BuildingConstruction #EngineeringStudents #ConstructionKnowledge #SoilMechanics #CivilNotes #LearnEngineering #EngineeringBasics #ConstructionSite #EngineeringLife #SoilTesting #FieldWork #StructuralEngineering #EngineeringEducation
@etconp
❤13🙏4🔥1
👉Types of Foundations Used in Buildings
💫Foundations are the structural elements that transfer building loads safely to the supporting soil.
🌟The selection of foundation depends mainly on soil bearing capacity, structural loads, groundwater conditions, column spacing, settlement requirements, and site constraints.
☄A. Shallow Foundations
Generally used when suitable bearing soil is available at a relatively shallow depth.
1. Isolated (Pad) Footing
Supports a single column.
Suitable where soil has adequate bearing capacity.
Common for individual RCC columns.
☄2. Strip (Wall) Footing
A continuous footing provided below a load-bearing wall.
Suitable for uniform soil and moderate wall loads.
Distributes the wall load over a wider soil area.
☄3. Combined Footing
Supports two or more columns on one footing.
Useful when columns are close together or a column is near a property boundary.
Can help reduce eccentric loading.
☄4. Raft (Mat) Foundation
A large reinforced-concrete slab supporting several or all columns/walls.
Useful where soil has low bearing capacity or columns are closely spaced.
Can reduce differential settlement when properly designed.
B. Deep Foundations
Used when adequate bearing strata are not available near the ground surface or when loads/ground conditions require deeper support.
🚧1. Pile Foundation
Consists of piles extending into deeper soil or rock.
Transfers structural loads through end bearing, skin friction, or both.
Suitable for weak surface soils and heavy loads.
🚧2. Well/Caisson Foundation
A large hollow foundation sunk into the ground.
Commonly used for heavy structures and foundations subjected to scour or water-related conditions, particularly bridge works.
🚥Important Note
The foundation type should not be selected from soil type alone.
A geotechnical investigation and structural design are normally required to determine the appropriate foundation size, depth, reinforcement, allowable bearing pressure, and settlement criteria.
Local building codes and site conditions must also be considered.
#CivilEngineering #Foundation #TypesOfFoundation #ShallowFoundation #DeepFoundation #IsolatedFooting #StripFooting #CombinedFooting #RaftFoundation #PileFoundation #WellFoundation #RCC #StructuralEngineering #Construction #BuildingConstruction #GeotechnicalEngineering #SoilMechanics #CivilTechTime #ConstructionKnowledge #EngineeringEducation
@etconp
💫Foundations are the structural elements that transfer building loads safely to the supporting soil.
🌟The selection of foundation depends mainly on soil bearing capacity, structural loads, groundwater conditions, column spacing, settlement requirements, and site constraints.
☄A. Shallow Foundations
Generally used when suitable bearing soil is available at a relatively shallow depth.
1. Isolated (Pad) Footing
Supports a single column.
Suitable where soil has adequate bearing capacity.
Common for individual RCC columns.
☄2. Strip (Wall) Footing
A continuous footing provided below a load-bearing wall.
Suitable for uniform soil and moderate wall loads.
Distributes the wall load over a wider soil area.
☄3. Combined Footing
Supports two or more columns on one footing.
Useful when columns are close together or a column is near a property boundary.
Can help reduce eccentric loading.
☄4. Raft (Mat) Foundation
A large reinforced-concrete slab supporting several or all columns/walls.
Useful where soil has low bearing capacity or columns are closely spaced.
Can reduce differential settlement when properly designed.
B. Deep Foundations
Used when adequate bearing strata are not available near the ground surface or when loads/ground conditions require deeper support.
🚧1. Pile Foundation
Consists of piles extending into deeper soil or rock.
Transfers structural loads through end bearing, skin friction, or both.
Suitable for weak surface soils and heavy loads.
🚧2. Well/Caisson Foundation
A large hollow foundation sunk into the ground.
Commonly used for heavy structures and foundations subjected to scour or water-related conditions, particularly bridge works.
🚥Important Note
The foundation type should not be selected from soil type alone.
A geotechnical investigation and structural design are normally required to determine the appropriate foundation size, depth, reinforcement, allowable bearing pressure, and settlement criteria.
Local building codes and site conditions must also be considered.
#CivilEngineering #Foundation #TypesOfFoundation #ShallowFoundation #DeepFoundation #IsolatedFooting #StripFooting #CombinedFooting #RaftFoundation #PileFoundation #WellFoundation #RCC #StructuralEngineering #Construction #BuildingConstruction #GeotechnicalEngineering #SoilMechanics #CivilTechTime #ConstructionKnowledge #EngineeringEducation
@etconp
❤9🙏4