Pile Design and Construction Practice, Fifth edition

(Joyce) #1
Cement content



300

kg/m

3




325

kg/m

3
in dr


y

conditions^375

kg/m

3
in submerged

conditions^350

kg/m

3
for semi-dr

y

concr

ete

Concr

ete str

ess in

0.25

uw

c

compr

ession

Reinf

orcement

As

BS

8110

As

BS

EN 10080 or ENV 1994-1-1
for steel lining and concr

ete cor

e

in compr

ession

Bor

ed cast-in-placeConcr

ete grade

As

BS

8110

As

BS

EN 1992-1-1 and
BS

EN 206-1/

BS

8500

C20/25


  • C30/37


Cement content



300

kg/m

3



325

kg/m

3
in dr

y conditions



400

kg/m

3
when



375

kg/m

3
in submerged conditions

under water or m

ud

Concr

ete str

ess in

0.25

uw

c

compr

ession

Reinf

orcement

As

BS

EN 10080 or ENV 1994-1-1
for steel lining and concr

ete cor

e

in compr

ession

Notesa Wher

e
fy

is the characteristic yield str

ength of steel and wher

e the saf

ety factor on driving is less than 2.

b For jack

ed piles or wher

e end-bearing piles ar

e driv

en thr

ough r

elativ

ely soft soils on to v

ery dense gran

ular soils or sound

rock.

c

uw

is concr

ete cube str

ength at 28 da

ys.

d

fck

is the characteristic cylinder str

ength at 28 da

ys.
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