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KATA
T
Please no intended in their pr and proce relevant A
Authorised
ANA
TUBULA
ote this documeas a guide only
roject documenedures for the sAustralian Stan
by Patented Fou
BLAD
AR STE
ent has been py for checking antation. This spsupply and instdards.
undations Pty Ltd
DE PI
EEL – K
repared by Patand inclusion b
pecification outtallation of the
d Copyright
LE –
KATAN Prepared b
tented Foundatby a practising ctlines a minimuKatana Blade P
80kN
SPECI
A PILEy Patented Fou
tions Pty Ltd. Itconsulting engium set of standPile in accordan
Pag
N SWL
FICATION
ES undations Pty L
ts use is ineer
dards nce with the
ISSUE 2.0 DATE: Novem
ge 1 of 43
L
td
mber 2013
CONTE
Clause
GENERAL
1. 2.
MATERIA
3. DESIGN ..
4. INSTALLAT
5. CERTIFICA
6.
• • • • •
ENTS
Page
.......................
SCOPE ............REFERENCES ..
LS ....................STEEL KATANA
........................DESIGN OF STE
TION ...............KATANA PILE IN
ATION ..............KATANA PILE C
Appendix A –Appendix B –Appendix C –Appendix D Appendix E –
Authorised
........................
........................
........................
........................A PILES .............
........................EEL KATANA PI
........................NSTALLATION .
........................CERTIFICATION
– Katana Pile– Product Co– Product Ge– Lateral Loa– Lateral Cap
by Patented Fou
........................
........................
........................
........................
........................
.........................LES ..................
........................
........................
........................
........................
e Specificatioorrosion Repeotechnical Tad Testing wpacity Graph
undations Pty Ltd
........................
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........................
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........................
on port Testing Repo
with Bracing Ph’s
d Copyright
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ort Plate
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Pag
....... 1
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..... 3
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ge 2 of 43
1
The work •
•
•
2
AS 1579 AS 2159 AS 2177 AS 2203.1AS 2207 AS 1163 AS 4100
AS/NZS 15
AS/NZS 15AS/NZS 36
Appendix Appendix Appendix Appendix
SCOPE
to be executed
Supply of steelInstallation of sDesign and cer
REFERENCES
Aust
1
Aust
553.1
554.1 678
Supp
A WeldB CorroC GeotD Braci
Authorised
TUBU
d under this Spe
Katana piles steel Katana pilrtification of Ka
ralian Standard
Arc Welded St Piling Design a Non Destructi Cored Electro Non Destructi Structural stee Steel structure
tralian/New Ze
Low Carbon StManganese St Welding of Ste Structural Stee
porting Docume
d Specificationsosion technical Test Ring Plate (Optio
by Patented Fou
ULAR ST
G
ecification cons
les tana piles.
ds
teel Pipes and Fand Installationve Testing – Rades for Arc-Weve Testing – Ultel hollow sectioes
ealand Standard
teel Electrodes teels eel Structures el - Hot-rolled P
entation
Results onal)
undations Pty Ltd
TEEL - K
GENERA
sists of:-
Fittings for Watn adiography of Welding trasonic Testin
ons
ds
for Manual Me
Plates, Floor pla
d Copyright
KATANA
L
ter and Waste W
Welded Butt Joi
g of Fusion We
etal-arc Weldin
ates and Slabs
A PILE
Water
nts in Metal
lded Joints in C
g of Carbon Ste
Pag
Carbon & Low A
eels & Carbon –
ge 3 of 43
Alloy Steel
–
3 STE STEEL BLA
a) T
b) T
c)
d)
e)
f) T
g)
CORROSIO
Ston*A
4.
a)
b)
c)
d)
e)
f)
EEL KATANA
ADE PILES REQU
The steel Katanstrength of 4631554.1
The steel Katanmanufactured
Certification ofmanufacture ocompliance wit
Dimensions anin AS 1163-199 Weld specificatand developme
The use of unid
Once manufact
ON PROTECTION
eel Katana pilen the site corrosA division of Gil
DESIGN OF STE
The Katana pilestructural engi
The steel Katanalong with anySuitable geotec
Katana pile desof the Katana p
Katana pile deslength for the p
The maximum unless noted o
The Katana piledesign enginee
Authorised
PILES
UIREMENTS for
na pile shaft sha3MPa and a ten
na Pile bearing in accordance w
f materials - Tesof in accordanceth the Standard
d Tolerances – 91.
tions are to coment. Attached (
dentified or sec
tured Katana p
N TO BLADE PIL
s to be designesion classificatimore Engineer
EEL BLADE PILES
es when incorpneer with prev
na piles shall bey additional loadchnical informa
sign calculationpiles.
sign calculationparticular soil c
settlement of ttherwise on th
e connection toer.
by Patented Fou
M
r the 80kN KATA
all be made fronsile strength o
plates shall be with AS/NZS 15
st certificates se with AS/NZS 3d.
The steel hollo
mply with reporAppendix A)
cond hand steel
iles are to be vi
LES
ed in accordancon and design s Pty Ltd, resea
S
orated within aious experience
e designed in acds due to instalation will be sup
ns shall be supp
ns shall include conditions
the Katana pilee engineered d
o the footing or
undations Pty Ltd
MATERIA
ANA BLADE PIL
om “Orrocon Steof 490MPa, to A
made from stru554.1
hall be issued w3679.1 relating
ow sections sha
rt by e3K Globa
l is not to be us
isually inspecte
ce with AS 2159life. Refer “Kata
arch and develo
DESIG
a foundation sye in the use and
ccordance withllation misalignpplied and used
plied to project
a load eccentri
s under design drawings.
r structure over
d Copyright
LS
E
eel” circular hoAS 1163 manufa
uctural steel Gr
with the Katanato tests perfor
ll conform to th
al *A division of
sed. All steel sh
ed and approve
9 Section 6.3 wiana Blade Pile”opment. Attach
N
ystem must be dd design of stee
h AS 4100 and Ament, soil movd for design pu
engineers for t
city of 25mm a
working load s
r shall be part o
llow section stractured in accor
rade 400 or hig
a piles for the stmed by the ma
he manufacturi
f Gilmore Engin
all comply with
d.
th an allowancecorrosion maned (Appendix B
designed by a pel blade piles.
AS 2159 to carryement or pile srposes.
heir approval p
nd a realistic a
hall be as detai
of the design pr
Pag
ructural steel wrdance with AS
her to AS/NZS
teel used in theanufacturer to e
ing tolerances s
neers Pty Ltd, re
h AS 4100.
e for sectional nual by e3k GloB)
practising profe
y 80kN safe wosettlement if ap
prior to the man
llowance for ef
iled in AS 2159
rocess undertak
ge 4 of 43
with a yield S/NZS
and
e establish
specified
esearch
loss based bal
essional
orking load, pplicable.
nufacture
ffective
Table 8.2
ken by the
5. KATA
KATANA P
a)
b)
c)
d)
e)
KATANA
f)
g)
h)
ANA PILE INST
PILES INSTALLAT
The Katana pilemonitored and
The Katana pile
Details of the pproject engine
During the storKatana piles dasole expense o
The piling continstallation torconcrete found Note: Installersrequest.
PILE INSTALLA
The maximum
The Katana pile
The maximum
Authorised
TALLATION
TION REQUIREM
es shall be instad recorded duri
es shall be insta
proposed Kataners for approva
rage, transportamaged or distoof the Contracto
tractor shall subrques and pile ddation being co
s are required t
ATION TOLERA
variation shall
e shaft shall be
variation of the
by Patented Fou
INS
MENTS
alled using specng installation.
alled by an expe
na pile installatial.
ation, lifting anorted in excess or.
bmit for approvdepths achievedompleted.
to be accredited
ANCES
be no more tha
installed vertic
e cut-off level s
undations Pty Ltd
STALLATI
cialised equipm
erienced accred
ion equipment
nd installation tof the specifie
val a record of td. The engineer
d by “Stoddart
an ± 25mm from
cally with a vari
shall be ± 25mm
d Copyright
ION
ment correctly c
dited “Katana P
and operator p
he Katana pilesd tolerances in
the initial “Rapir is required to
Foundations”.
m the plan pos
iation of not mo
m from that sho
alibrated to allo
Pile” contractor
proficiency shal
s shall be correcAS 1163-1991
d Load Test” vesign off on the
An install manu
ition as shown
ore than 4% fro
own on the draw
Pag
ow torque read
r.
ll be submitted
ctly supported.shall be replace
erification with install prior to
ual is available
on the drawing
om the vertical.
wings.
ge 5 of 43
ding to be
to the
Any steel ed at the
the
on
gs.
.
6
a)
b)
KATANA
At the complecertification t
Kat
Kat
Kat
Design certifidefined by thapproved by
Authorised
A PILE CERTIF
etion of the Kto the project
tana piles hav
tana piles hav
tana piles sati
cation is to behe building codthe project en
by Patented Fou
CER
FICATION
atana piling wengineer or p
ve been design
ve been install
sfy all the req
e issued by a pde of Australiangineers prior
undations Pty Ltd
RTIFICAT
works the pilinprinciple cont
ned to carry t
led in accorda
quirements of
practising proa and is compr to the install
d Copyright
ION
ng contractor ractor.
he design load
ance with the
f AS 4100 and
ofessional strupetent and explation of the K
shall issue the
ds as shown o
engineered d
AS 2159
ctural / geoteperienced in KKatana piles.
Pag
e following
on the Drawin
design.
echnical enginKatana pile de
ge 6 of 43
ngs.
neer as esign and
App
pendWeld Spec
Authorised
ix A cifications
Katana P
by Patented Fou
Pile Specifica
undations Pty Ltd
ation
d Copyright Pagge 7 of 43
Authorised by Patented Fouundations Pty Ltdd Copyright Pagge 8 of 43
Authorised by Patented Fouundations Pty Ltdd Copyright Pagge 9 of 43
Authorised by Patented Fouundations Pty Ltdd Copyright Pagee 10 of 43
Authorised by Patented Fouundations Pty Ltdd Copyright Pagee 11 of 43
App
pendCorrosion
Authorised
ix B
Product
by Patented Fou
Corrosion R
undations Pty Ltd
Report
d Copyright Pagee 12 of 43
App
pend Pile Testin
Authorised
ix C ng
Product a. Pile b. Pile c. Late
by Patented Fou
Geotechnica
Static Load TUplift Test
eral Load Tes
undations Pty Ltd
al Testing Re
Test
st
d Copyright
eport
Pagee 13 of 43
INTROD A seriesunderta2009 sp - To est- To det- To det These tassump These tmore pa PILE TE
1) Install twLocate measurApply thDesign indicate75 perc
2)
Apply loindicateless thawith sphplate. Uapplicatthe pile of maxiother isthe loadconstru Arrange 1. 2. 3.
4.
DUCTION
s of ten comaken to prespecifications
tablish loadtermine captermine loa
tests will coptions and t
tests relatesarticularly, t
EST LOAD
REACTION
wo or morethese react
red betweenhe load to ththe reactio
ed in the cocent of maxi
LOAD APP oad with theed in the coan 25 perceherical bear
Use an autotion. Use a design loadmum gage
s specified ind test. Loadction.
e and const
Provide a leTo distributsufficient thbetween thnot less thaPlace the loload cell) bload beam.Construct taxis, to ens
Authorised
mpressive tesent a repors requireme
-deflection pacity of thed distributio
onfirm desighe pile des
s, but is notto the load c
S AND LOA
N FRAME
e reaction pition piles non the axis ohe pile by on frame andntract docuimum trave
PLICATION
e jack(s), hantract docu
ent of the tesring plates, matic load-pressure-gd indicated pressure. Pn the contra
d cell shall b
truct the ele
evel load trate load overhickness (16e capped p
an the size ooad applicaetween the. he system s
sure applica
by Patented Fou
ests, six latert of results ents. These
relationshipe pile-soil syon in the pile
n assumptiign to be m
t limited to, capacity of
AD APPLIC
les for the rot less than of the test pione or mored reaction pments withol of the jack
N SYSTEM
aving a capaments. Usest pile's maxto bear firmmaintainingage for the in the contr
Place a loadact documebe accurate
ements of th
ansfer plater the pile’s e6 mm minimpile and the of the pile btion systembearing pla
so that all cation of a co
undations Pty Ltd
eral tests anin accordan
e tests have
ps in the pileystem, and e-soil syste
ons or provodified.
a load capascrew piles
CATION SY
reaction fra3.0m from
ile and reace hydraulic jpiles to resisout undergo
k.
acity of at lee jacks with ximum cros
mly and cong pump withjack so tharact documd cell (eithents) to meato within 2%
he load-app
e perpendicentire crossmum) to pre
jack base. butt or less
m (including ate on the p
componentsoncentric ax
d Copyright
nd six pull nce with sta three prima
e-soil syste m.
vide informa
acity test fors supporting
YSTEMS
me after thethe test pile
ction piles. ack. st four timesoing a magn
east four tima minimum
ss-section dcentrically a
h manual suat the pressuents is betwr electric or
asure strains% of the ind
lication sys
cular to the ps-section, plevent bendinThe size ofthan the arehydraulic ja
pile and the
s are centrexial load.
out (tensionatic pile loadary objectiv
m,
ation to allow
r the footingg the footing
e installatione. These dis
s the pile denitude of de
mes the pilem travel of 15dimension. Eagainst the upplement toure reading ween one-fo
hydraulic, us for load mdicated load
tem as follo
pile axis. ace a solid ng as a beaf the solid stea covered ack, sphericcentre of th
d along the
Page
n) tests werd tests, AS ves:
w those
gs of buildings.
n of the tesstances are
esign load eflection exc
e design loa50 mm, butEquip the japile load trao control lo correspond
ourth and onunless one
monitoring dd and of sta
ows:
steel plate aring plate teel plate shby the jack
cal bearing he undersid
e pile's long
e 14 of 43
re 2159-
ngs, and
t pile. e
ceeding
ad t not ack(s) ansfer ad ding to ne-third or the uring ble
of
hall be k base. and
de of the
itudinal
5.
PREPA
• •
• • • • •
•
Immediatelexists betwframe, test pile are illus
ARATION A
Clear the aProvide a the testing Constructiothe test arebe accurateAny excavaProvide cofrom wind, maintain a the durationProvide ade
Authorised
y before staween the loa
pile and apstrated in fig
AND MAINT
area surrounproperly deequipment
on plant thaea during thely monitoreations withinomplete pro
heavy raintemperatur
n of the testequate light
by Patented Fou
arting a loadad transfer ppparatus forgure 1. belo
TENANCE O
nding the teesigned levesafely and t may be ope course ofed in a safen the exclustection at ans, direct sre of not lest and providting for the
undations Pty Ltd
d test, verifyplate and lor testing theow
Figure 1.
OF TEST A
est pile, el platform with suitabl
perating elsf the pile tese environmesion zone aall times fosunlight, fross than 10°de a thermoduration of
d Copyright
y that at leaoad beam .Te load-bearin
AREA
of sufficienle access fo
sewhere on st so that thent, re prohibite
or the pile sost action, ° C and noometer to m
the test.
ast 25 mm oThe details ong capacity
nt plan dimor operativesite must be test pile's
ed, supports anand other t more thanonitor temp
Page
of clear spaof the react
y of the test
ensions to es, be excludeds performan
nd referencdisturbance
n 40° C thrperature,
e 15 of 43
ce tion screw
support
from nce can
ce beam es. Also oughout
COMPR Load anspecifieperiod aload indpercentloading Cycle 1 2 Maintaireboundminimumay bereboundthe pile zero loa If the pidesigneremedia
RESSION T
nd unload thed in the conas physicalldicated in thtage of the cycles are
Pe1010
n each loadd from the pm period fo
e removed ad. When 15 has not faiad at the en
le fails befoer and the pal action, if
Authorised
TEST
he test pile ntract doculy possible. he contract pile design as follows:
ercent of Ma,20,30,40,5,20,30,40,5
d incrementprevious loaor maintaininafter having 50 percent oled, leave t
nd of Cycle
ore applicatpiling contraany.
by Patented Fou
incrementaments. AppThe maximdocumentsload. Magn
aximum Des50,60,70,8050,60,70,80
t until the dead incremenng a load inbeen main
of the desighis load in p2, maintain
ion of the 1actor should
undations Pty Ltd
ally in two cyply each loamum load ap
. The requirnitude and s
sign Load ,90,100,90,100,110
eflection ratnt, is less thncrement, htained for 2n load has place for 24 zero load a
50-percent d investigate
d Copyright
ycles, unlesd incremenpplied is at red load incsequence of
0,120,130,1
te under thehan 0.05 mmowever, is 3
2 hours, regbeen applie
4 hours. What least 1 ho
load, reboue the cause
ss an alternt to the pileleast 150% crements arf load incre
140,150
e applied loam in 10 min30 minutes ardless of r
ed during Cyhen the pile our.
und it to zers and unde
Page
ative procee in as short the pile dere expressements for th
ad, or rate outes. The and an incr
rate of defleycle 2, provhas reboun
ro load. Theertake appro
e 16 of 43
dure is t a sign
ed as a he two
of
rement ection or vided nded to
e pile opriate
TENSIO
This tesperformreadingnomina
METHO
The Onmetres Rapid Lwas scrwith an hydraulensurineach teconside
GL
ON LOAD T
st has beenmance load cg obtained. Tated load be
ODOLOGY
n Site Rapidbelow grou
Load Test Drewed into tM36 lockinic jack. Loag pressure
est until suchered the fail
Authorised
Base Plate
Uplifting Testing S
Installed Scre
HolFixe
TEST
developedcapacity tesThe Katana
earing capac
d Load Test und surface.Device to bethe top of th
ng nut. Loadad was main
remained ch time load/ure point of
by Patented Fou
On Site
Load Stand
ew Pile
Pull RodThreaded High Tensile B
App
PulRod
Locking Nut
low Cylinder Jacked to Top Plate
to calibratests. The Kaa pile is thencity, as spe
consisted o. The pile to
e positionedhe test pile ed was then antained at econsistent fo/ pressure cf the test.
undations Pty Ltd
Rapid Load Test D
Bar
plied Load
ll Outd
LockinNut
CylinderAction
e individual tana pile is n tested to dcified by the
of a test pileop was 100
d over the toensuring fuapplied to th
each loadingor this periocould no lon
d Copyright
evice
10 mm Plate
Hollow HydraulicCylinder, Minimum 10 tload capacity
Hydraulic Coupling
ng
BracWeland
sites soil pinstalled to
determine we engineer.
e installed a0 mm clear op of the tesll embedmehe pile in ing incrementod of time. Tnger be mai
Hydraulic Hose Connectedto Hand Pump with Bar PressureGauge
cing Flange Plateded to Stand Leg Bottom Plate
Fig
roperties to a set depth
whether it ha
at a minimumof ground sst pile. The ent of threadcrements ut for a minimThe load wantained at w
Page
ure 2.
o actual h, with torquas maintain
m depth of surface enathreaded pd then locke
using a 20 tomum of 3 mas increasewhich point
e 17 of 43
ue ned the
2.0 bling ull rod ed off onne inutes d on is
PROCE
1.
2. 3. 4. 5. 6. j7.
8. 9. 10. ACCEP
The “Rathe Katunder tcapacity
EDURE
Install the foundation Record therequired taPlace the base undermetres. Screw in thof the pile. Connect thJack ram, ptesting unitpersons shjacking. Once pre lotesting uninominated is ~ 100 % Maintain mminimum oRecord bardocument uWhere the displacemepassed the
PTANCE CR
apid Load Ctana piles lthe “Piling y in the nom
Authorised
first Katanadesign repo
e bar pressurget depth. Rapid Loadr the test un
he connectinFix in placee hand pumpre loading. This may ould be loc
oading is ct. Continueby the engof the calcuinimum con
of 5 minutesr pressuresusing phototested pile
ent for the me load requir
RITERIA
Capacity Teoad capaciCode” AS2
minated soil
by Patented Fou
a Pile to thort. ure achieve
d Testing Dnit. Note - T
ng threadede with lockinmp unit with the test devary depenated a mini
ompleted, te jacking raineer has bulated load-nstant press ensuring p
s achieved ographs andcontinues to
minimum timrements nom
est” enablety has bee
2159, has al strata, is 7
undations Pty Ltd
he minimum
ed on the m
Device oveTest is not s
d rod to theng nut as sh a calibrate
evice allowinding on themum of 3 m
that is no fuam until su
been achiev-bearing casure on pilepile does noon the sup
d video evido hold the r
me specifiedminated.
s the enginen met. It ma 1.3 facto
70% of the e
d Copyright
m target de
machine use
r the Katansuitable on
e full depth ohown in fig.1d bar pressng for pote
e extent of smetres clear
urther settleuch time thved. Typicapacity of the
e at load capot displace.plied record
dence. required load, it can be
neer / instalmust also beor of safetyend bearing
epth as no
ed for insta
na Pile, enpiles install
of the threa1 below. sure gauge. ntial settlem
soils beneatr of the test
ement can he requiredlly the mease pile. pacity requi
d sheets (re
ad capacity wconfirmed t
ller to satisfe noted tha
y. In other wg capacity.
Page
minated wi
allation whe
nsuring a leled at less t
aded slug in
ment at basth test unit. ing unit prio
be observed pier capasured uplift
rement for
efer append
with no the screw h
fy themselvat the pull owords the
e 18 of 43
ithin the
en at the
evel firm than 2.0
n the top
se of the All
or to
ed within acity as ting load
a
dix) and
as
ves, that out test, pull out
LATER
This tescapacityon the b
METHO
The latapproximinimuapproxitonne wwas retmovemthe groumovemdial gaapplied
RAL LOAD T
st has beeny of verticalbasis of soi
ODOLOGY
teral load mately 2.0m of 1.0 mmately 100
winch in lineracted. Theents were mund surfaceent was meuge readin.
Authorised
TEST
developedl single pilesl failure, str
test setup 0 metres awmetre below0 mm above with a calie winch actemonitored ae to measureasured usgs were re
by Patented Fou
to determins has been uctural capa
seen in fway from aw the final e ground lebrated 5 to
ed by pullingat two pointre lateral deing dial gauecorded at
undations Pty Ltd
ne the laterdeterminedacity of the
figure 3. ba reaction depth of t
evel, wherenne scale mg the test pts at the teseflections auges with 0the same
d Copyright
ral capacity d from the lepile and de
elow conspile. The
the test pilee applied lomeasuring tile head tow
st pile top at the point o.01 mm acctime at ea
of the Kataeast of the veflection of t
isted of a reaction pie. Pile topsoads were ithe applied wards the ret a distanceof load appcuracy and
ach point a
Page
ana Pile. Thvalues calcthe pile hea
test pile le was inss were maimposed usloads as th
eaction pilee of 100 mm
plication. Th 150 mm tr
additional lo
e 19 of 43
e lateral culated ad.
installed stalled a aintained sing a 5 he winch . Lateral m above e lateral
ravel. All oad was
Te
PROCE
1. 2. 3.
4. 5. 6.
7.
8.
9. 10.
ACCEP The enconstruthis is th
SUMMA Test resLateral 20mm m Table 1
est No.
1 2 3 B4 5 F6 7 8 9
10 Note: T“TensioIn a reoverall
EDURE
Install test pRecord torqInstall a sin piles not le the axis of Screw in hiMount in linInstall dial point of loaBegin to ap scale. Main throughout Where requ removing aRecord rebResults of curve as pr
PTANCE CR
ngineer muction do nohe case a re
ARY OF TE
sults for Coloads are n
mark was th
A LocationSuburb
Jimboomba“
Browns Plai“
Flinders Vie“
Second Sit‘
Redbank
Test No.5 &on Test” theeal world seembedmen
Authorised
pile to requque readingngle reactioess than 2.0the test pilegh capacity
ne scale andgauges at
ad applicatiopply load byntain each test duratio
uired applieall applied lobound of tes
the lateral resented in
RITERIA
ust satisfy ot exceed teview of bra
EST RESUL
ompression nominated ahe point wh
Pile
a
ns
ew
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D.C.PN'q:- PP:- U.T.P:
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SO
Date
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NDY SILT (ML) (GreyNDY SILTY CLAY
TY CLAY
TY SANDY CLAY
ght Grey/Grey) Justable
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TY CLAY (CH) (Gret Moist & Very Stiff
NDY SILTY CLAY (CIto Moist & Very St
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d Copyright
allowable beariination of allowaune 1977)
ation # 1 -
OIL DESCRIP
e Drilled: 13th
l Method: Powe
erminated - 3.0m
y Brown)
t Moist & Stiff to Ve
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y Mottled Yellow)f
I) (Brown/ Grey)iff
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ng pressure cacable bearing pre
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PTION
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er Auger
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Page
culated in accordessure under sm
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)
0
20
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60
80
100
120
140
160
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D.C.P.:- DynN'q:- AlloPP:- PoU.T.P:- Un Slo
Terms :-
Section 3 - B
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Bore Logs
Bore Lo
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Client: S
De
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(m
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ple
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SANDY SILT (MSANDY SILTY C
SILTY CLAY
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SILTY CLAY (CJust Moist & V
SANDY SILTY CDry to Moist &
(Grey/ Yellow)Dry to Moist &
undations Pty Ltd
alue is allowableDetermination ofkwell (June 1977)
Location #
SOIL DES
Date Drilled
Drill Method
e Hole Terminated
ML) (Grey Brown)CLAY
CLAY
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Stiff
Moist & VeBrown)
Brown)
CH) (Grey Mottled YVery Stiff
CLAY (CI) (Brown/ Very Stiff
Very Stiff
d Copyright
e bearing pressuf allowable bear)
# 1 - Pile #
SCRIPTION
: 13th Novemb
d: Power Auger
- 3.0m
tiff to Very Stiff
ery Stiff to Hard
Yellow)
Grey)
ure caculated in ring pressure un
# 2
er, 2012
r
PP
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280
300+
300+
300+
300+
Page
accordanceder small structu
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m
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e 24 of 43
ures'
1
1
1
1
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38
51
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00
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undations Pty Ltd
102
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25ement)
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12
30
n Test
Page
8
35
e 25 of 43
140
40
kN253851647689102115
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D.C.P.:- DynN'q:- AlloPP:- PoU.T.P:- Un Slo
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Section 3 - B
namic Cone Peneowable Bearing Caocket Penetrometeable to Penetrateope Direction
Bore Logs
Bore Lo
Project
Client: S
De
pth
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Sam
ple
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END
SANDY SILT (Y
SANDY SILTY C(Yellow Brown
Dry to Moist an
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undations Pty Ltd
alue is allowableDetermination ofkwell (June 1977)
Location #
SOIL DES
Date Drilled
Drill Method
e Hole Terminated
Yellow/ Brown Grey
CLAYn/ Red Grey)
nd stiff to Very Stif
WEATHERED ROCKBrown) Dry to Morong
f
dium Densem Sands Some C
f Some fine to me
d Copyright
e bearing pressuf allowable bear)
# 2 - Pile #
SCRIPTION
: 13th Novemb
d: Power Auger
- 2.0m
y)
ff
ist and Weak to
Clay Fines
edium gravels thro
ure caculated in ring pressure un
# 3
er, 2012
r
PP
Val
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oughout 180
220
220
Page
accordanceder small structu
D.C
.P b
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33344543443454454
90
120
100
100
110
e 26 of 43
ures'
2
4
6
8
10
12
14
16
kN (Lo
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11 12
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1 22 23 24
bound = 20.
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140
13
4.06
4 25 26
5mm
14
S
D.C.P.:- DynN'q:- AlloPP:- PoU.T.P:- Un Sl
Terms :-
Section 3 - B
namic Cone Peneowable Bearing Caocket Penetrometenable to Penetrateope Direction
Bore Logs
Bore Lo
Project
Client: S
De
pth
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)
Sam
ple
Lo
cati
on
Gro
un
dw
ate
r
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1.0
1.5
0.5
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etrometerapacity (kPa)er Strength (kPa)
og Sheet
Job No. Testin
Stoddart Screw
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un
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ate
r
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ls
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nt
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ph
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og
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Note : kPa vawith paper 'Dby M.J Stock
Test L
ng
w Pile
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y
END
SANDY SILT (Y
SANDY SILTY C(Yellow Brown
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undations Pty Ltd
alue is allowableDetermination ofkwell (June 1977)
Location #
SOIL DES
Date Drilled
Drill Method
e Hole Terminated
Yellow/ Brown Grey
CLAYn/ Red Grey)
nd stiff to Very Stif
WEATHERED ROCKBrown) Dry to Morong
f
dium Densem Sands Some C
f Some fine to me
d Copyright
e bearing pressuf allowable bear)
# 2 - Pile #
SCRIPTION
: 13th Novemb
d: Power Auger
- 2.0m
y)
ff
ist and Weak to
Clay Fines
edium gravels thro
ure caculated in ring pressure un
# 4
er, 2012
r
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accordanceder small structu
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33344543443454454
90
120
100
100
110
e 28 of 43
ures'
2
4
6
8
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60
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undations Pty Ltd
6
89
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102
7 8ement)
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10 11
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128
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D.C.P.:- DynaN'q:- Allow
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Slop
Terms :-
ection 3 - Bo
amic Cone Penetwable Bearing Ca
ket Penetrometeble to Penetratepe Direction
ore Logs
Bore Lo
Project
Client:
De
pth
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)
Sam
ple
Lo
cati
on
0
1.0
1.5
0.5
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ting
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SILTY CL
Dry to Mo
Moist &
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SEEPAG
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Pa value is alloper 'Determinattockwell (June 1
st Locatio
SOIL D
Date D
Drill Me
Bore Hole Termi
LAY
oist & Stiff
Firm
Firm
E ENCOUNTERE
d Copyright
owable bearingtion of allowab1977)
on # 3 - Te
DESCRIPTI
rilled: 13th No
ethod: Power
inated - 3.0m
ED
g pressure cacble bearing pre
est Pilse
ION
ovember, 2012
Auger
Page
culated in accoessure under s
# 5 & #6
2
D.C
.P b
low
s/ 1
00 m
m
PP
Val
ue
()
0110011112112
e 30 of 43
ordancesmall structure
N'q
(kP
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10
20
30
es'
kN
000
20
40
60
80
100
120
140
160
180
0
N (Load)
25
38
551
64
5
Authorised
51
64
76
89
10
Sc
by Patented Fou
9
102
15
crew Pil
2m
undations Pty Ltd
76
115
20
mm (Displa
e - Com
Screw Pile
d Copyright
128
0 2
acement)
pressio
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140
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Page
153
30
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ter Strength (kPae
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ect Job No. Tes
t: Stoddart Sc
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et
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END
SILTY C
EXTREM
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Silt & SaFriable
Friable
(BrownMoist &
undations Pty Ltd
kPa value is allper 'Determina
Stockwell (June
st Locatio
SOIL
Date D
Drill M
Bore Hole Term
CLAY
MELY WEATHER
n)Moist & Stiff
and Increase
n)& Weak
d Copyright
owable bearingation of allowab1977)
on # 4 - T
DESCRIPT
Drilled: 13th N
Method: Power
minated - 3.0m
RED ROCK
g pressure cacble bearing pre
est Piles
ION
ovember, 2012
r Auger
Page
culated in accoessure under s
# 7 & # 8
2
D.C
.P b
low
s/ 1
00 m
m
PP
Val
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N'q
(kP
a)
2333332233434
e 32 of 43
ordancemall structures
8
N'q
(kP
a )
70
80
60
90
s'
1
1
1
1
kN (L
kN
0
25
38
0
51
64
0
20
40
60
80
100
120
140
160
0
Load)
0.66
0.6
0.761.
0.00
0.50
1.00
1.50
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3.50
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51
76
89
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1.021.28
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Authorised
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128
15
ew Pile
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undations Pty Ltd
76
140
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3.4
5m (Displaceme
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d Copyright
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25ement)
pression
m Screw Pil
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102
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ew Pile
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35
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3m Scre
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D.C.P.:- N'q:- PP:- U.T.P:-
Terms :-
Section 3
Dynamic Cone PAllowable Bearin Pocket Penetro Unable to Penet Slope Direction
- Bore Logs
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Pro
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e Log She
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ple
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undations Pty Ltd
e : kPa value ispaper 'Determ
M.J Stockwell (Ju
Test Loca
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Dat
Dri
Bore Hole T
D
TY CLAY
REMELY WEATH
own)to Moist & Stiff
& Sand Increase
ble
own)st & Weak
d Copyright
s allowable beamination of alloune 1977)
ation # 5 -
OIL DESCRI
te Drilled: 13th
ll Method: Pow
Terminated - 3.0m
HERED ROCK
e
aring pressure owable bearing
- Test Pile
PTION
h November, 2
wer Auger
m
Page
caculated in a pressure und
e # 9 & #
2012
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00 m
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2343343234434
e 34 of 43
accordanceer small struct
10
N'q
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23433432
4434
80
90
70
100
tures'
1
1
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20
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100
120
140
160
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0
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Pagee 36 of 43
INTROD A serieswith, AS To These tfootings LATER
This tescapacityon the b
METHO
The lateapproximinimuapproxitonne wwas retmovemthe groumovemdial gauapplied
PROCE
1. 2. 3. 4. 5. 6. 7. 8. 9. 10.
DUCTION
s of two lateS 2159-200
determine
tests relatess.
RAL LOAD T
st has beeny of verticalbasis of soi
ODOLOGY
eral load tesmately 2.0 m of 1.0 memately 100
winch in lineracted. Theents were mund surfaceent was me
uge reading.
EDURE
Install test Record torqInstall a sinpiles not lesthe axis of Screw in hiMount in linInstall dial gpoint of loaBegin to apscale. Mainthroughout Where requremoving aRecord rebResults of tcurve as pr
Authorised
eral tests we09 specificat
capacity of
s to the late
TEST
developedl single pilesl failure, str
st setup seemetres awaetre below t
0 mm abovee with a calibe winch actemonitored ae to measureasured usigs were reco
pile to requque readingngle reactionss than 2.0the test pilegh capacity
ne scale andgauges at b
ad applicatiopply load byntain each a
test duratiouired applie
all applied lobound of testhe lateral loresented in
by Patented Fou
ere undertations require
the bracing
eral load cap
to determins has been uctural capa
en in figure ay from a rethe final dep
e ground levbrated 5 toned by pullingat two pointsre lateral deng dial gauorded at the
ired target dg and documn pile after tm from the
e and reactiy eye bolts td winch to p
base of test on. y retracting wapplied loadon. ed loads havoad from tesst pile on diaoad test arethe followin
undations Pty Ltd
aken to presements. Th
g pile.
pacity of the
ne the laterdeterminedacity of the
3. below coeaction pile.pth of the tevel, where anne scale mg the test ps at the test
eflections atges with 0.0
e same time
depth. ment at finathe installattest pile. Thon piles. to top of tespile tops bepile, with g
winch, docud until stable
ve been reast pile. al gauge afte to be presng field test
d Copyright
sent a reporhe test objec
e bracing K
ral capacity d from the lepile and de
onsisted of . The reactiest pile. Pileapplied loadmeasuring thile head towt pile top at t the point o01 mm accue at each po
al depth insttion of the tehese distan
st pile and retween test gauges mea
umenting the, recording
ached, relea
ter applied sented in the
results.
rt of results ctives where
atana pile s
of the Kataeast of the veflection of t
a test pile inon pile was
e tops were ds were imphe applied lwards the rea distance f load appliuracy and 1oint addition
alled. est pile. Locces are me
eaction pilepile and rea
asuring the d
he applied log deflection
ase pressur
load remove form of a
Page
in accordae:
supporting t
ana Pile. Thvalues calcthe pile hea
nstalled s installed a
maintainedposed usingoads as the
eaction pileof 100 mm cation. The
150 mm travnal load was
cate the reaeasured betw
e. action pile. deflection a
oad on the on dial gau
re from winc
ved. load deflec
e 37 of 43
nce
the
e lateral culated ad.
d a 5 e winch . Lateral above
e lateral vel. All s
action ween
at the
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ction
ACCEP The engconstruthis is t
SUMMA Test resLaterial20mm m Table 1
Test N
1 2
PTANCE CR
gineer mustction do nothe case a
ARY OF TE
sults for Co loads are nmark was th
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Authorised
RITERIA
t satisfy theot exceed th review of
EST RESUL
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Location Suburb
rowns Plain“
by Patented Fou
emselves, the lateral loabracing m
LTS
and Tensileat a point were we still
ns
undations Pty Ltd
hat the bracading capaceasures m
e give a “Ultwhere we ha
achieve tot
Pile D(m22
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cing requirecity of the in
must be und
timate Geotad a 20mm tal rebound
epthm)
ments of thnstalled scredertaken.
technical Lodeflection wwhen load
Page
e intended ew piles. W
oad Capaciwithin the piwas releas
LateralkN
8.35 8.61
e 38 of 43
Where
ty”. ipe. The ed.
D.C.P.:- N'q:-
PP:- U.T.P:-
Terms :-
Section 3
LIMITA STA Coand thoSystemat the tiprofess
Dynamic Cone Pen Allowable Bearing
Pocket Penetrome Unable to Penetra Slope Direction
- Bore Logs
Bore L
Proje
Clien
De
pth
(m
)
Sa
mp
le L
oc
atio
n
0
1.0
1.5
0.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
ATIONS
onsulting Enoroughness
ms Pty Ltd ame it was p
sional advice
Authorised
netrometerCapacity (kPa)
eter Strength (kPa)te
Log Sheet
ect Job No. Test
nt: Stoddart Scre
p
Gro
un
dw
ate
r
Ex
ten
t o
f F
ill
Gra
ph
ic L
og
ngineers (Sof the consnd Katana P
prepared. Ne included i
by Patented Fou
Note : kPa with paper by M.J Stock
Test L
ting
ew Pile
Bo
Sy
mb
ols
END
SILTY CLAY
EXTREMELY
(Brown)Dry to Moist
Silt & Sand Friable
Friable
(Brown)Moist & We
TA) has presulting profePile. It is bao other warn this repor
undations Pty Ltd
value is allowabl'Determination okwell (June 1977)
Location #
SOIL DES
Date Drilled
Drill Method
re Hole Terminated
Y
Y WEATHERED RO
t & Stiff
Increase
eak
epared this essional for ased on genrranty exprert.
d Copyright
e bearing pressuof allowable beari
# 1 - Test P
CRIPTION
d: 13th Novembe
d: Power Auger
- 3.0m
OCK
report in acthe use of t
nerally acceesses or im
ure caculated in ang pressure und
Piles # 1 & #
er, 2012
D.C
.P b
low
s/ 1
00 m
m
PP
Val
ue
2333332233434
ccordance wthe Stoddar
epted practicplied, is ma
Page
accordanceer small structur
# 2
N'q
(k
Pa
)
2333332233434
70
80
60
90
with the usurt Foundatioces and sta
ade as to the
e 39 of 43
res'
ual care on andards e
Lateral Lo
TotaTotal D
Lo
oading - Test
al Rebound Displacement
--------
8.357.126.064.823.762.662.081.460.82
oad (kN)
Authorised
t Location #
No Rt
Disp
WITH
by Patented Fou
T
1 - Test Piles
Rebound obser20.18
--------
20.1817.5514.8111.849.26.444.071.96
-
placement (m
BRACING PL
undations Pty Ltd
Test Resul
s # 1 & # 2
rvedT
mm)
LATE
d Copyright
ts
Total RebouTotal Displace
8.617.917.426.886.365.685.144.623.983.543.042.662.241.921.61.31.020.34
Load (kN)
undement
W)
Page
No Rebound 19.5719.5718.5217.2816.0014.6413.2211.7710.388.987.606.254.913.632.401.180.000.00
-
DisplacemeWITH BRACIN
e 40 of 43
observed772804278805130800
ent (mm) NG PLATE
App
pendLateral Cap
Authorised
ix E pacities
a) Clayb) Sand
by Patented Fou
Prod
y d
undations Pty Ltd
duct Lateral
d Copyright
Capacities
Pagee 41 of 43
Authorised by Patented Fouundations Pty Ltdd Copyright Pagee 42 of 43
Authorised by Patented Fouundations Pty Ltdd Copyright Pagee 43 of 43
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