Deep Foundation Civil Engineering (CE) Notes | EduRev

Civil Engineering SSC JE (Technical)

Civil Engineering (CE) : Deep Foundation Civil Engineering (CE) Notes | EduRev

The document Deep Foundation Civil Engineering (CE) Notes | EduRev is a part of the Civil Engineering (CE) Course Civil Engineering SSC JE (Technical).
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Chapter 14 
Deep Foundation
BEARING CAPACITY OF PILES
The ultimate bearing capacity of a pile is the maximum load which it can carry without failure or excessive settlement of the ground. The bearing capacity also depends on the methods of installation.
A. Analytical Method
(i)Deep Foundation Civil Engineering (CE) Notes | EduRev
(ii)Deep Foundation Civil Engineering (CE) Notes | EduRev
Deep Foundation Civil Engineering (CE) Notes | EduRev

where,
Qup = Ultimate load on pile
Qeb= End bearing capacity
Qsf = Skin friction
qb = End bearing resistance of unit area.
qs = Skin friction resistance of unit area
Ab = Bearing area
As = Surface area

(iii) qb ~ 9C where, C = Unit Cohesion at the base of pile
(iv) Deep Foundation Civil Engineering (CE) Notes | EduRev where, a = Adhesion factor
aDeep Foundation Civil Engineering (CE) Notes | EduRev = Unit adhesion between pile and soil.
Deep Foundation Civil Engineering (CE) Notes | EduRev = Average Cohesion over depth of pile.
 Deep Foundation Civil Engineering (CE) Notes | EduRev
where, Fs = Factor of safety

(vi)
 Deep Foundation Civil Engineering (CE) Notes | EduRev
F= 3 and F2 = 2
F1 = F2 = 2.5

(vii) For pure clays
 Deep Foundation Civil Engineering (CE) Notes | EduRev
B. Dynamic Approach:Dynamic methods are suitable for dense cohesionless soil only.
(i) Engineering News Formula
(a) Deep Foundation Civil Engineering (CE) Notes | EduRev

(b) Deep Foundation Civil Engineering (CE) Notes | EduRev
where,
Qup = Ultimate load on pile
Qap = Allowable load on pile
W = Weight of hammer in kg.
H = Height of fall of hammer in cm.
S = Final set (Average penetration of pile per blow of hammer for last five blows in cm)
C = Constant
= 2.5cm for drop hammer
= 0.25 cm for steam hammer (single acting or double acting)
(c) For drop hammer
 Deep Foundation Civil Engineering (CE) Notes | EduRev
 -For single Acting Steam Hammer

 Qap= WH/6(S+0.25)
-For Double Acting Steam Hammer

 Deep Foundation Civil Engineering (CE) Notes | EduRev
where P = Steam pressure and a = Area of hammer on which pressure acts.

 (ii) Hiley Formula (I.S. Formula)
 Deep Foundation Civil Engineering (CE) Notes | EduRevDeep Foundation Civil Engineering (CE) Notes | EduRev

where,
Fs = Factor of safety = 3
ηh = Efficiency of hammer
ηb = Efficiency of blow
ηh = 0.75 to 0.85 for single acting steam hammer
ηh= 0.75 to 0.80 for double acting steam hammer
ηh=1 for drop hammer
Deep Foundation Civil Engineering (CE) Notes | EduRev

where,
W = Weight of hammer in kg.
P = Weight of pile + pile cap
e = Coefficient of restitutions
= 0.25 for wooden pile and cast Iron hammer
= 0.4 for concrete pile and cast iron hammer
= 0.55 for steel piles and cast iron hammer
S = Final set or penetration per blow
C = Total elastic compression of pile, pile cap and soil
H = Height of fall of hammer. 

(C) Field Method
(i) Use of Standard penetration Data
Deep Foundation Civil Engineering (CE) Notes | EduRev 
where,N = Corrected S.P.T. Number
Deep Foundation Civil Engineering (CE) Notes | EduRev = Average corrected S.P.T number for entire pile length
 Deep Foundation Civil Engineering (CE) Notes | EduRev
Fs = Factor of safety
=4 for driven pile
= 2.5 for for bored pile
Deep Foundation Civil Engineering (CE) Notes | EduRev 
-For non Displacement pile (H-piles)
qb = 200N qs = Deep Foundation Civil Engineering (CE) Notes | EduRev

UNDER-REAMED PILE
An ‘under-reamed’ pile is one with an enlarged based or a bulb: the bulb is called ‘under-ream’. Under reamed piles are cast -in-situ piles , which may be installed both in sandy and in clayey soils. The ratio of bulb size to the pile shaft size may be 2 to 3; usually a value of 2.5 is used.

 Deep Foundation Civil Engineering (CE) Notes | EduRev
Deep Foundation Civil Engineering (CE) Notes | EduRev
Deep Foundation Civil Engineering (CE) Notes | EduRev
where,bu = dia of bulb, Spacing = 1.5 bu.
 Deep Foundation Civil Engineering (CE) Notes | EduRev
 Cone Penetration Test:
Deep Foundation Civil Engineering (CE) Notes | EduRev

where,
 qc = Static cone resistance of the base of pile in kg/cm2.
Deep Foundation Civil Engineering (CE) Notes | EduRev = Average cone resistance over depth of pile in kg/cm2.
Ab= π/4 .(bu)2=Area of bulb (m2).

NEGATIVE SKIN FRICTION:
Negative skin friction is usually a downward shear drag acting on a pile or pile group because of downward movement of surrounding soil relative to the piles. This shear drag movements are anticipated to occur when a pile penetrates into compressible soil layer that can consolidate.
It is reported that, A small relative movement between the soil and the pile of around 10 mm may be adequate for the full negative skin friction to materialize.

(i) Negative skin friction of piles in cohesive soil
Deep Foundation Civil Engineering (CE) Notes | EduRev
where,
Fn=negative skin friction
P= Perimeter of the pile
Lc=pile length in compressible soil
ca=unit adhesion
Unit adhesion=Deep Foundation Civil Engineering (CE) Notes | EduRev
where,
α= adhesion factor
cu=Undrain Cohesion of the compressible layer

(ii) For cohesion less soils
Deep Foundation Civil Engineering (CE) Notes | EduRev
where,
k= lateral earth pressure coefficient
γ= Unit weight of soil
δ= Angle of friction between pile and soil

GROUP ACTION OF PILE:
The ultimate load carrying capacity of the pile group is finally chosen as the smaller of the (i) Ultimate load carrying capacity of n pile (n Qup) and (ii) Ultimate load carrying capacity  of the single large equivalent (block) pile (Qug).
 To determine design load or allowable load, apply a suitable factor of safety.

 Deep Foundation Civil Engineering (CE) Notes | EduRev

(i) Group Efficiency (ηg)
 Deep Foundation Civil Engineering (CE) Notes | EduRev
Qug = Ultimate load capacity of pile group
Qup = Ultimate load on single pile
For sandy soil - ηg> 1
For clay soil - ηg< 1 and ηg> 1
Minimum number of pile for group action = 3

Qug =qbAb +qsAs 
where qb =9C for clays
Ab =B2
qs =Deep Foundation Civil Engineering (CE) Notes | EduRev 
As =4B.L
-For square Group: 
Size of group,B = (n -1)S+D
where, n = Total number of pile If size of group is x.x
n =X2
Deep Foundation Civil Engineering (CE) Notes | EduRev
Deep Foundation Civil Engineering (CE) Notes | EduRev
where, Sr = Group Settlement Ratio
Sg = Settlement of pile group
Si = Settlement of individual pile.
(ii) When Piles are Embended on a Unifrom Clay
Deep Foundation Civil Engineering (CE) Notes | EduRev

Deep Foundation Civil Engineering (CE) Notes | EduRev 

(iii) In case of Sand
Deep Foundation Civil Engineering (CE) Notes | EduRev
where, B = Size of pile group in meter.

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