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Geotechnical Engineering–II [CE-321]
BSc Civil Engineering – 5th Semester
by
Dr. Muhammad Irfan
Assistant Professor
Civil Engg. Dept. – UET Lahore
Email: mirfan1@msn.com
Lecture Handouts: https://groups.google.com/d/forum/geotech-ii_2015session
Lecture # 12
13-Oct-2017
2
MAGNITUDE OF SETTLEMENT
CALCULATION
Consolidation Settlement
3
CONSOLIDATION TEST
Pressure ~ Deformation Curve
p
e
aV



e ~ p plot
e
p
Δe
Δp
aV = coefficient of compressibility
Cc = compression index
mV = coefficient of volume change
Δe
log (p2/p1)
e
log p
1
2log
p
p
e
CC


e ~ log p
plot
e
a
m V
V


1
Strain
p
Δe
Δp
p
mV



e
e ~ p plot
4
CONSOLIDATION – SUMMARY
H
e
e
Ssettlement
o
c



1
 = ’ + u





 

VC
HT
t
2
%60;
1004
2






 ufor
u
T

%60
);100(log933.0781.1 10


ufor
uT
AG
W
H
wS
S
S


 S
SwS
W
WAGH
e


)(
0

1
2log
p
p
e
CC


 





HHVV
mV





 








'
''
log
1 vo
vo
o
c
c
e
C
HS







 








'
''
log
1 vo
vo
o
r
c
e
C
HS

 






 





















'
''
log
1'
'
log
1 p
vo
o
c
vo
p
o
r
c
e
C
H
e
C
HS




For NCC
For OCC
If OCC is loaded beyond σp’
)10(009.0  LLCC Cr CC  1.0
Terzaghi & Peck (1948)
5
Practice Problem #1
6
CONCLUDED
REFERENCE MATERIAL
An Introduction to Geotechnical Engineering (2nd Ed.)
Robert D. Holtz & William D. Kovacs
Chapter #8 & 9

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Geotechnical Engineering-II [Lec #12: Consolidation Settlement Computation]

  • 1. 1 Geotechnical Engineering–II [CE-321] BSc Civil Engineering – 5th Semester by Dr. Muhammad Irfan Assistant Professor Civil Engg. Dept. – UET Lahore Email: mirfan1@msn.com Lecture Handouts: https://groups.google.com/d/forum/geotech-ii_2015session Lecture # 12 13-Oct-2017
  • 3. 3 CONSOLIDATION TEST Pressure ~ Deformation Curve p e aV    e ~ p plot e p Δe Δp aV = coefficient of compressibility Cc = compression index mV = coefficient of volume change Δe log (p2/p1) e log p 1 2log p p e CC   e ~ log p plot e a m V V   1 Strain p Δe Δp p mV    e e ~ p plot
  • 4. 4 CONSOLIDATION – SUMMARY H e e Ssettlement o c    1  = ’ + u         VC HT t 2 %60; 1004 2        ufor u T  %60 );100(log933.0781.1 10   ufor uT AG W H wS S S    S SwS W WAGH e   )( 0  1 2log p p e CC          HHVV mV                ' '' log 1 vo vo o c c e C HS                  ' '' log 1 vo vo o r c e C HS                                 ' '' log 1' ' log 1 p vo o c vo p o r c e C H e C HS     For NCC For OCC If OCC is loaded beyond σp’ )10(009.0  LLCC Cr CC  1.0 Terzaghi & Peck (1948)
  • 6. 6 CONCLUDED REFERENCE MATERIAL An Introduction to Geotechnical Engineering (2nd Ed.) Robert D. Holtz & William D. Kovacs Chapter #8 & 9