Note12_LateralEarthPressure
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1 Chih Chih- Ping Lin Ping Lin National National Chiao Chiao Tung Tung Univ. Univ. [email protected] [email protected] Soil Mechanics − Lateral Earth Pressure 2 Outline Geotechnical applications Geotechnical applications K 0 , active & passive states , active & passive states Rankine Rankine’s earth pressure theory earth pressure theory Coulomb Coulomb’ s earth pressure theory s earth pressure theory
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Note12_LateralEarthPressure
Transcript of Note12_LateralEarthPressure
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ChihChih--Ping LinPing LinNational National ChiaoChiao TungTung [email protected]@mail.nctu.edu.tw
Soil Mechanics − Lateral Earth Pressure
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Outline
Geotechnical applicationsGeotechnical applications
KK00, active & passive states, active & passive states
RankineRankine’’ss earth pressure theoryearth pressure theory
CoulombCoulomb’’s earth pressure theorys earth pressure theory
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Lateral Support
In geotechnical engineering, it is often necessary to prevent lateral soil movements.
Cantilever retaining wall
Braced excavation Anchored sheet pile
Tie rod
Sheet pile
Anchor
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Lateral Support
We have to estimate the lateral soil pressures acting on these structures, to be able to design them.
Gravity Retaining wall
Soil nailingReinforced earth wall
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Soil Nailing
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Sheet Pile
Sheet piles marked for driving
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Sheet Pile
Sheet pile wall
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Sheet Pile
During installation Sheet pile wall
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Reinforced Earth Wall
Reinforced earth walls are increasingly becoming popular.
geosynthetics
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Crib Wall
Crib walls have been used in Queensland.
Interlocking stretchers
and headers
filled with soil
Good drainage & allow plant growth.
Looks good.
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Earth Pressure at Rest
GL
In a homogeneous natural soil deposit,
Xσh’σv’
the ratio σh’/σv’ is a constant known as coefficient of earth pressure at rest (K0).
Importantly, at K0 state, there are no lateral strains.
'
'
v
hKσσ
=
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Estimating K0
For normally consolidated clays and granular soils,
K0 = 1 – sin φ’
For overconsolidated clays,
K0,overconsolidated = K0,normally consolidated OCR0.5
From elastic analysis,
υυ−
=10K Poisson’s
ratio
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Example 12.1
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Active/Passive Earth Pressures- in granular soils
smooth wall
Wall moves away from soil
Wall moves towards soil
A
B
Let’s look at the soil elements A and B during the wall movement.
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Active Earth Pressure- in granular soils
A
σv’σh’
z
As the wall moves away from the soil,
Initially, there is no lateral movement.
σv’ = γz
∴σh’ = K0 σv’ = K0 γz
σv’ remains the same; and
σh’ decreases till failure occurs.
Active stateActive state
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Active Earth Pressure- in granular soils
τ
σ
failure envelope
σv’
decreasing σh’
Initially (K0 state)
Failure (Active state)
As the wall moves away from the soil,
active earth pressure
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Active Earth Pressure- in granular soils
σv’[σh’]active
τ
σ
failure envelope
φ
']'[ vAactiveh K σσ =
)2/45(tansin1
sin1 2 φφφ
−=+−
=AK
Rankine’s coefficient of active earth pressure
WJM Rankine(1820-1872)
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Active Earth Pressure- in granular soils
σv’[σh’]active
τ
σ
failure envelope
φ
A
σv’σh’45 + ϕ/2
90+ϕ
Failure plane is at 45 + φ/2 to horizontal
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Active Earth Pressure- in granular soils
A
σv’σh’
z
As the wall moves away from the soil,
σh’ decreases till failure occurs.
wall movement
σh’
Active state
K0 state
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Active Earth Pressure- in cohesive soils
Follow the same steps as for granular soils. Only difference is that c ≠ 0.
AvAactiveh KcK 2']'[ −= σσ
Everything else the same as for granular soils.
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Passive Earth Pressure- in granular soils
B
σv’σh’
Initially, soil is in K0 state.
As the wall moves towards the soil,
σv’ remains the same, and
σh’ increases till failure occurs.
Passive state
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Passive Earth Pressure- in granular soils
τ
σ
failure envelope
σv’
Initially (K0 state)
Failure (Active state)
As the wall moves towards the soil,
increasing σh’
passive earth pressure
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Passive Earth Pressure- in granular soils
σv’ [σh’]passive
τ
σ
failure envelope
φ
']'[ vPpassiveh K σσ =
)2/45(tansin1
sin1 2 φφφ
+=−+
=PK
Rankine’s coefficient of passive earth pressure
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Passive Earth Pressure- in granular soils
σv’ [σh’]passive
τ
σ
failure envelope
φ
A
σv’σh’
90+ϕ
Failure plane is at 45 - φ/2 to horizontal
45 - ϕ/2
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Passive Earth Pressure- in granular soils
B
σv’σh’
As the wall moves towards the soil,
σh’ increases till failure occurs.
wall movement
σh’
K0 state
Passive state
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Passive Earth Pressure- in cohesive soils
Follow the same steps as for granular soils. Only difference is that c ≠ 0.
PvPpassiveh KcK 2']'[ += σσ
Everything else the same as for granular soils.
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Earth Pressure Distribution- in granular soils
[σh’]passive
[σh’]active
H
h
KAγHKPγh
PA=0.5 KAγH2
PP=0.5 KPγh2
PA and PP are the resultant active and passive thrusts on
the wall
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Wall movement (not to scale)
σh’
Passive state
Active stateK0 state
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Rankine’s Earth Pressure Theory
Assumes smooth wall
Applicable only on vertical walls
PvPpassiveh KcK 2']'[ += σσ
AvAactiveh KcK 2']'[ −= σσ
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Examples 12.3
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Examples 12.4
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Examples 12.5
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Examples 12.6
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Rankine’s Theory w/ Sloping Backfill
'coscoscos
'coscoscos22
22
φααφαα
−+
−−=aK
=0
'coscoscos
'coscoscos22
22
φααφαα
−−
−+=pK
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Coulomb’s Active Pressure
(c)2
001
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Coulomb’s Passive Pressure
(c)2
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