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FOFFF
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FOUNDATIONS A house is built of bricks and cement
A home is built of love and affection
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Buildings and its Types
A building is living place surrounded by walls and covered by roofs to keep out rain , sun,wind. Types RESIDENTIAL BUILDING- Houses ,apartments etc EDUCATIONAL BUILDINGS-Schools , universities ,etc BUSINESS BUILDINGS- Banks ,shopping complex INDUSTRIAL BUILDINGS-Power Plants, Factories STORAGE BUILDINGS-Ware houses, godowns
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SELECTION OF SITE FOR THE BUILDING
COMPONENTS OF THE BUILDING
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FOUNDATIONS OR SUBSTRUCTURE
PLAIN CEMENT CONCRETE BED(lime concrete bed) of about 300mm thick TWO OR THREE MASONRY FOOTINGS
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LOADS ON FOUNDATIONS 1.DEAD LOAD
Dead load is the dead weight or the self weight of the foundation , it includes all walls , floors , roofs ,etc..
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2.Live loads Live loads is the movable and superimposed loads on floor it includes all the loads that are not permanent . it includes the weight of the persons , weight of the furniture etc.
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3.WIND LOAD The effect of wind should be considered in case of tall building .The exposed sides and roofs of the tall buildings are subjected to wind pressure
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FUNCTIONS or REQUIREMENTS OF THE FOUNDATIONS
Base for the Structure Transmitting the Load to the Soil Uniform Distribution of Load on Larger Area Minimization of Differential Settlement Stability of the Building Firm Level Base Lateral Stability to the Structure Safety against Sliding and Overturning Safety against Scouring and Undertaking
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Foundation Soil Soil is the major portion covering the earth crust
Classification of soil Coarse grained soil 1.Gravel 2.Sand (b)Fine grained soil 1.Slits 2.Clay
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BEARING CAPACITY OF THE SOIL
1.The design of the foundation depends on the bearing capacity of the soil. 2.Ulitimate bearing capacity of the soil =Ultitimate load/Area of the plate 3.Safe bearing capacity of the soil=Ultimate bearing capacity of the soil/factor of safety 4.Allowable soil pressure It is the safe soil pressure which is safe against failure . it does not cause settlement more than permissible settlement
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Factors affecting bearing capacity
Physical features of the foundation, type ,size , shape depth. And rigidity of the structure Types of soil and its physical properties(density, shear, strength) Position of ground water table Allowable settlement of the soil
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METHODS OF IMPROVING BEARING CAPACITY
1.By increasing the Depth of the foundation 2.By compacting the soil 3.By draining the Sub-Soil water 4.By grouting the soil mass with cement Grout 5.By Restricting the movement of the soil 6.By Injecting Chemicals
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TYPES OF FOUNDATIONS FOUNDATION SHALLOW DEEP MACHINE MAT OR SPREAD
RAFT PILES PIERS WELL STEEL, CONCRETE, COMPOSITE TIMBER BELLED, STRAIGHT SHAFTED WALLS, ISOLATED, COMBINED
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SHALLOW FOUNDATION(OPEN FOUNDATION)
THE DEPTH OF THE FOUNDATION IS EQUAL TO OR LESS THAN ITS WIDTH. TYPES 1.Spread Foundation 2.Raft or Mat foundation
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SPREAD FOUNDATION The load of the foundation is spread over a large area It is the cheapest type of foundation TYPES 1.Wall footings 2.Isolated or column footings *Simple * Stepped *Sloped 3.Combined footings and continuous footings *Rectangular *Trapezoidal 4.Continuous footings
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MAT OR RAFT Mat is like a large spread footing , covering the entire building area . All building loads are supported on a common mat TYPES 1.Flat R.C.C slab 2.Thick R.C.C slab
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DEEP FOUNDATION The depth of the foundation is more than its width . They transmit the load of super structure through week soil to strong soil beds or rock beds available at greater depth. TYPES 1.Piles 2.Piers 3.Well
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PILE FOUNDATION CLASSIFICATION Material composition Functions or uses
Installation methods Ground effects Classification on functions 1.End bearing piles 2.Under reamed piles
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WELL FOUNDATION It is hollow inside resembling the well. It has no proper bottom cover . A well curb of steel is or R.C.C is constructed in a yard . it is placed where the well has to be sunk.
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FOUNDATION FAILURES(causes and remedies)
1.unequal settlement of sub-soil 2.Horizontal movement of the earth 3.Shrinkage of sub-soil 4.Sliding of the soil 5.Compression of mortar joints and foundation masonry 6.Excessive settlement of sub-soil 7.Roots of trees and shrubs 8.Atmospheric actions
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