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Session 11 – 12 LATERAL EARTH PRESSURE
Course : S0484/Foundation Engineering
Year : 2007
Version : 1/0
LATERAL EARTH PRESSURE
Topic:• General • Active earth pressure
– Rankine earth pressure– Coulomb earth pressure– Lateral earth pressure due to surcharge
• Passive earth pressure– Rankine earth pressure– Coulomb earth pressure
• Influence of ground water table
GENERAL
• Lateral earth pressure represents pressures that are “to the side” (horizontal) rather than vertical.
• Caused by soil self weight and or external load
• 3 categories:– At rest earth pressure– Active earth pressure– Passive earth pressure
AT REST EARTH PRESSURE
The at rest pressure develops when the wall experiences no lateral movement. This typically occurs when the wall is restrained from movement such as a basement wall that is supported at the bottom by a slab and at the top by a floor framing system prior to placing soil backfill against the wall.
ACTIVE EARTH PRESSURE
The active pressure develops when the wall is free to move outward such as a typical retaining wall and the soil mass stretches sufficiently to mobilize its shear strength.
PASSIVE EARTH PRESSURE
If the wall moves into the soil, then the soil mass is compressedsufficiently to mobilize its shear strength and the passive pressure develops.
AT REST EARTH PRESSURE
q
v
h
z v = . z + q
v
hK
At rest, K = Ko
Jaky, Broker and Ireland Ko = M – sin ’
Sand, normally consolidated clay M = 1
Clay with OCR > 2 M = 0.95
Sherif and Ishibashi Ko = + (OCR – 1)
= 0.54 + 0.00444 (LL – 20)
= 0.09 + 0.00111 (LL – 20)
LL > 110% = 1.0 ; = 0.19
Broker and IrelandKo = 0.40 + 0.007 PI , 0 PI 40Ko = 0.64 + 0.001 PI , 40 PI 80
ACTIVE EARTH PRESSURE
ACTIVE EARTH PRESSURE
Ka = tan2 (45 - /2)
1 = 3 . tan2 (45+/2)+2c.tan (45+/2)
a = v . tan2(45-/2) – 2c . tan (45-/2)
a = v . Ka – 2cKa
RANKINE ACTIVE EARTH PRESSURE
ACTIVE EARTH PRESSURE
Note :
z = 0 v = 0 ; a = -2cKa
z = H v = H
The tensile stress decreases with depth and becomes zero at a depth z = zc or
zcKa – 2cKa = 0
and
a
cK
cz
2
zc = depth of tensile crack
ACTIVE EARTH PRESSURE
RANKINE ACTIVE EARTH PRESSURE FOR INCLINED BACKFILL
1cossincos8cos4coscoscos4sincos2cos2cos
1'
:
22
2
22222
z
c
z
c
z
cK
where
a
22
22
coscoscos
coscoscoscosKa
Ka.H..Pa 22
1 (for granular soil, c = 0)
For c- soil
cos'aaa zKzK
ACTIVE EARTH PRESSURE
Assumptions:
-Fill material is granular soil
- Friction of wall and fill material is considered
- Soil failure shape is plane (BC1, BC2 …)
Pa = ½ Ka . . H2
2
2
2
)sin().sin()sin().sin(
1sin.sin
)(sinKa
COULOMB ACTIVE EARTH PRESSURE
ACTIVE EARTH PRESSURE
COULOMB’S ACTIVE EARTH PRESSURE WITH A SURCHARGE ON THE BACKFILL
PASSIVE EARTH PRESSURE
RANKINE PASSIVE EARTH PRESSURE
PASSIVE EARTH PRESSURE
p= v . tan2(45+/2) + 2c . tan (45+/2)
RANKINE PASSIVE EARTH PRESSURE
PASSIVE EARTH PRESSURE
Kp = tan2 (45 + /2)
h = v . Kp + 2cKp
RANKINE PASSIVE EARTH PRESSURE
PASSIVE EARTH PRESSURE
2
2
2
)sin().sin()sin().sin(
1sin.sin
)(sinKp
Pp = ½ Kp . . H2
COULOMB PASSIVE EARTH PRESSURE
LATERAL EARTH PRESSURE DUE TO SURCHARGE
222
2
ba
ba.
nH
q2
222
2
ba
ba.
nH
q4
22b16,0
b203,0.
H
q
a > 0,4
a 0,4
LATERAL EARTH PRESSURE DUE TO SURCHARGE
2cos.sinH
q
12H90
qP
12
122
H2
H'a30,57QRHz
H
'btan 1
1
H
'b'atan 1
2
22 90'b'aR
12 90'bQ
PURPOSE OF LATERAL EARTH PRESSURE
• STABILITY ANALYSIS GRAVITY WALL AGAINST– SLIDING– OVERTURNING
PURPOSE OF LATERAL EARTH PRESSURE
PURPOSE OF LATERAL EARTH PRESSURE