๐Preparation of Subgrade
๐ซThe subgrade is firstly cleaned properly of any trees or root extensions.
โบIt is then shaped, levelled and prepared according to the design camber and gradient.
โบIt should be compacted properly and any weak spots must be eliminated.
โบThe entire prepared soil for subgrade should have uniform strength.
๐ทIn case there is no provision for inclusion of a base layer, the subgrade should be watered for 6 -20hrs before placing of concrete to avoid water seepage from the concrete mix into the subgrade.
@etconp
๐ซThe subgrade is firstly cleaned properly of any trees or root extensions.
โบIt is then shaped, levelled and prepared according to the design camber and gradient.
โบIt should be compacted properly and any weak spots must be eliminated.
โบThe entire prepared soil for subgrade should have uniform strength.
๐ทIn case there is no provision for inclusion of a base layer, the subgrade should be watered for 6 -20hrs before placing of concrete to avoid water seepage from the concrete mix into the subgrade.
@etconp
โค8๐3
UNDERSTANDING SOIL FOUNDATION IN CONSTRUCTION.pdf
27.3 MB
๐Notes On Foundation engineering
๐here are the highlights:
1. Types of Foundations
- Shallow foundations (footings, rafts) for lighter loads
- Deep foundations (piles, caissons) for heavy loads or weak soils
2. Bearing Capacity
- Ultimate capacity is the maximum load before failure
- Safe capacity includes a factor of safety
3. Shear Failure Modes
- General shear in dense soils
- Local shear in medium soils
- Punching shear in loose soils
4. Key Factors
- Soil properties
- Water table position
- Foundation dimensions
5. Field Testing
- Plate load tests
- Standard penetration tests
- Cone penetration tests
6. Settlement Considerations
- Immediate elastic settlement
- Long-term consolidation
- Differential settlement risks
@etconp
๐here are the highlights:
1. Types of Foundations
- Shallow foundations (footings, rafts) for lighter loads
- Deep foundations (piles, caissons) for heavy loads or weak soils
2. Bearing Capacity
- Ultimate capacity is the maximum load before failure
- Safe capacity includes a factor of safety
3. Shear Failure Modes
- General shear in dense soils
- Local shear in medium soils
- Punching shear in loose soils
4. Key Factors
- Soil properties
- Water table position
- Foundation dimensions
5. Field Testing
- Plate load tests
- Standard penetration tests
- Cone penetration tests
6. Settlement Considerations
- Immediate elastic settlement
- Long-term consolidation
- Differential settlement risks
@etconp
โค14๐4๐1
If depth of Rectangular beam is reduced to it's half,then strain energy stored will be equal to
Anonymous Quiz
42%
2 times
36%
4 times
15%
8 times
7%
16times
๐8โค3
Shear center is a point on a structure where, when load is placed causes
Anonymous Quiz
42%
Shear only
25%
Bending only
7%
Either
26%
Both
โค8
What is maximum permissible limit for cementetious material in concrete in Kg/mยณ
Anonymous Quiz
40%
1000
27%
500
17%
200
16%
2000
โค10๐ฅฐ1
Dead end system is also known as
Anonymous Quiz
14%
Branch system
20%
Tree system
28%
Wastage system
38%
All of the above
โค5๐1
3127. For a square footing resting on cohesionless soil, the net safe bearing capacity mainly depends on:
Anonymous Quiz
36%
(a) Depth of foundation
29%
(b) Width of footing
25%
(c) Angle of internal friction
10%
(d) Groundwater table
๐5โค3
3126. In limit state design, balanced section for a singly reinforced rectangular beam corresponds to:
Anonymous Quiz
30%
(a) Maximum moment of resistance
13%
(b) Minimum steel percentage
47%
(c) Simultaneous yielding of steel and crushing of concrete
11%
(d) Zero tensile strain in concrete
โค3๐3
3125. A simply supported beam of span 6 m carries a UDL of 12 kN/m over the entire span.
If the flexural rigidity (EI) is constant, the ratio of maximum bending stress to maximum deflection is proportional to:
If the flexural rigidity (EI) is constant, the ratio of maximum bending stress to maximum deflection is proportional to:
Anonymous Quiz
13%
(a) L
24%
(b) L*L
50%
(c) 1/L
14%
(d) Independent of span
๐4โค3
3122. In Limit State Method of design, the partial safety factor for concrete under limit state of collapse is:
Anonymous Quiz
27%
(a) 1.15
40%
(b) 1.50
28%
(c) 1.25
6%
(d) 1.00
โค5
3102. During detailed survey stages of a road project, the process used to determine the relative elevations of points along the proposed alignment and surrounding terrain is known as:
Anonymous Quiz
27%
(a) Traversing
42%
(b) Levelling
16%
(c) Plane Table Surveying
15%
(d) Triangulation
๐4โค1
แแแแ แจแฆแญแถแถแญแต แฅแแแต แฐแจแณแฎแฝ แ แแ แฅแแณแ แแฅแแแต แจแฐแซ แ แแ แ แฐแแ แ แฐแจแณแฝแโค
แ แแ แจแฐแแ แจแแ แญ แซแตแญแแแ๐
@etconp
แ แแ แจแฐแแ แจแแ แญ แซแตแญแแแ๐
@etconp
โค7๐ฅฐ5
3093. Which instrument is used to measure the area of an arbitrary two dimensional shape in the cadastral map?
Anonymous Quiz
11%
(a) Tape
42%
(b) Total station
28%
(c) Planimeter
19%
(d) Theodolite
๐5โค3
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โ๏ธ Tel: 0961955555
๐น Address 1: Signal road, around
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Dani Plaza
โ Concrete Admixtures
โ Bonding Agents
โ Waterproofings
โ Wall Putty, Prime Coat
โ Concrete Repair Mortar
โ Floor hardener, Epoxy
โ Grout, Self-level mortar
โ Quartz paint, Contextra
โ Tile Adhesive & Tile Joint Fillers
โ Geotextiles and other construction chemicals and materials
โ๏ธ Tel: 0961955555
๐น Address 1: Signal road, around
Dinberwa Hospital
๐น Addres 2: Wellosefer, Infront of
Dani Plaza
โค1
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๐ ยฒโฐยฒโต Hyundai Robex R340L SMART
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แฅแ แแญ แฒแแก๐
โข100-299 connections: $7 แ แจแณแแแฑ
โข 300-499 connections: $12 แ แจแณแแแฑ
โข 500-999 connections: $14 แ แจแณแแแฑ
โข 1000-1999 connections: $19 แ แจแณแแแฑ
โข 2000+ connections: $24 แ แจแณแแแฑ
๐แ แฐแจแแช แฐแ แ แแ แแฅแญ bonus แซแแแแข๐ฅฐ
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๐2โค1