settlement of shallow foundation final-eslahi
TRANSCRIPT
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Shallow Foundation Settlement���� ��� � ��
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Settlement
Immediate Settlement: Occurs immediately after the construction. This is computed using elasticity theory (Important for Granular soil)
Primary Consolidation: Due to gradual dissipation of pore pressure induced by external loading and consequently expulsion of water from the soil mass, hence volume change. (Important for Inorganic clays)
Secondary Consolidation: Occurs at constant effective stress with volume change due to rearrangement of particles. (Important for Organic soils)________________________________________________________________For any of the above mentioned settlement calculations, we first need vertical stress increase in soil mass due to net load applied on the foundation
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Stress Due to a Concentrated Load
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Stress due to a Circularly Loaded Area
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Distribution of Stress(from a vertical line load)
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Stress below a Rectangular Area
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Stress Influence Chart
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2:1 method
Approximate methods
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Elastic Settlement
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Elastic settlement Based on theTheory of Elasticity
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IMMEDIATE SETTLEMENT
General Equation (Harr, 1966)• Flexibel Foundation
– At the corner of foundation
– At the center of foundation
– Average
• Rigid Foundation
(((( ))))2
1Eq.B
S 2s
s
oe
ααααµµµµ−−−−====
Es = Modulus of elasticity of soil
B = Foundation width
L = Foundation length
(((( ))))ααααµµµµ−−−−==== 2s
s
oe 1
Eq.B
S
(((( )))) r2s
s
oe 1
Eq.B
S ααααµµµµ−−−−====
−−−−++++++++++++++++
−−−−++++++++++++
ππππ====αααα
1m1
1m1ln.m
mm1
mm1ln
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2
2
2
(((( )))) av2s
s
oe 1
Eq.B
S ααααµµµµ−−−−====
B
Lm =; ; H = ∞∞∞∞
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Elastic Settlement of Rectangular footings
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IMMEDIATE SETTLEMENT
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Elastic Settlement on Saturated Clay
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Elastic Settlement Using the Strain Influence Factor: [Schmertman & Hartman Method (1978)]
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Elastic Settlement Using the Strain Influence Factor: [Schmertman Method (1978)]
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Procedure for Schmertman Method (1978)
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Procedure for Schmertman Method (1978)
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Procedure for Schmertman Method (1978)