In: Civil Engineering
Geotechnical Engineering
-Draw in scale the distribution of the passive pressure
- Calculate the total forces and its components (in case there is)
-Locate the force in m with respect to the lower point
(Alpha is 90 degrees and Beta is 0, Delta is 10 degrees)
Layer | γ | Thickness | Φ |
1 | 18 | 2 | 27 |
2 | 16 | 1 | 32 |
3 | 17 | 3 | 28 |
4 | 18.5 | 2.50 | 30 |
5 | 17.5 | 1.5 | 29 |
Solution:- the values given in the question are as follows:
Layer |
Unit Weight( kN/m^3 |
Thickness m |
Angle of
Friction(![]() |
1 | 18 | 2 | 27 |
2 | 16 | 1 | 32 |
3 | 17 | 3 | 28 |
4 | 18.5 | 2.5 | 30 |
5 | 17.5 | 1.5 | 29 |
Calculating coefficient of passive earth pressure for all layers:-
Kp=(1+sin)/(1-sin
)
Kp1=(1+sin1)/(1-sin
1)
Kp1=(1+sin27)/(1-sin27)
Kp1=2.6629
Kp2=(1+sin32)/(1-sin32)
Kp2=3.25458
Kp3=(1+sin28)/(1-sin28)
Kp3=2.7698
Kp4=(1+sin30)/(1-sin30)
Kp4=3
Kp5=(1+sin29)/(1-sin29)
Kp5=2.882
Calculating Passive pressure of different layers:-
Pp1=0.5*Kp1*1*H1^2
Pp1=0.5*2.6629*18*2^2
Pp1=95.8658 KN/m
force Pp1 acting at distance
1 from base
1=(H5+H4+H3+H2+H1/3)
1=(1.5+2.5+3+1+2/3)
1=8.6667
m
Pp2=Kp2*1*H1*H2
Pp2=3.25458*18*2*1
Pp2=117.1648 kN/m
force Pp2 acting a distance
2 from base
2=(H5+H4+H3+H2)/2
2=(1.5+2.5+3+1)/2
2=4
m
Pp3=0.5*Kp2*2*H2^2
Pp3=0.5*3.25458*16*1^2
Pp3=26.03664 kN/m
force Pp3 acting at distance
3 from base
3=(H5+H4+H3+H2/3)
3=(1.5+2.5+3+1/3)
3=7.333
m
Pp4=Kp3*2*H2*H3
Pp4=2.7698*16*1*3
Pp4=132.9504 kN/m
force Pp4 acting at distance
4 from base
4=(H5+H4+H3)/2
4=(1.5+2.5+3)/2
4=3.5
m
Pp5=0.5*Kp3*3*H3^2
Pp5=0.5*2.7698*17*3^2
Pp5=211.8897
force Pp5 acting at distance
5 from base
5=(H5+H4+H3/3)
5=(1.5+2.5+3/3)
5=5
m
Pp6=Kp4*3*H3*H4
Pp6=3*17*3*2.5
Pp6=382.5 kN/m
force Pp6 acting at distance
6 from base
6=(H5+H4)/2
6=(1.5+2.5)/2
6=2
m
Pp7=0.5*Kp4*4*H4^2
Pp7=0.5*3*18.5*2.5^2
Pp7=173.4375 kN/m
force Pp7 acting at distance
7 from base
7=(H5+H4/3)
7=(1.5+2.5/3)
7=2.3333
m
Pp8=Kp5*4*H4*H5
Pp8=2.882*18.5*2.5*1.5
Pp8=199.9387 kN/m
force Pp8 acting at distance
8 from base
8=(H5)/2
8=(1.5)/2
8=0.75
m
Pp9=0.5*Kp5*5*H5^2
Pp9=0.5*2.882*17.5*1.5^2
Pp9=56.7393 kN/m
force Pp9 acting at distance
9 from base
9=H5/3
9=(1.5)/3
9=0.5
m
let total passive pressure is
Pp and acting at distance
from base
Total passive force(Pp)=Pp1+Pp2+Pp3+Pp4+Pp5+Pp6+Pp7+Pp8+Pp9
Totalpassiveforce(Pp)=95.8658+117.1648+26.03664+132.9504+211.8897+382.5+173.4375+199.9387+56.7393
Total passive force(Pp)=1396.5228 kN/m
=(Pp1*
1+Pp2*
2+Pp3*
3+Pp4*
4+Pp5*
5+Pp6*
6+Pp7*
7+Pp8*
8+Pp9*
9)/(Pp1+Pp2+Pp3+Pp4+Pp5+Pp6+Pp7+Pp8+Pp9)
=(95.8658*8.666+117.1648*4+26.03664*7.333+132.9504*3.5+211.8897*5+382.5*2+173.4375*2.33+199.9387*0.85+56.7393*0.5)/(95.8658+117.1648+26.03664+132.9504+211.8897+382.5+173.4375+199.9387+56.7393)
=3.12428
m
total force Pp acting at distance(height) is 3.12428 m from base
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