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

........................

........................

........................

.................................................

................................................

.........................

........................

.........................

........................

on port Testing Repo

with Bracing Ph’s

d Copyright

........................

........................

........................

........................

........................

................................................

........................

........................

........................

........................

ort Plate

........................

........................

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Pag

....... 1

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......... 1

....... 2 ........... 2

........ 2 . 2

..... 3

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.... 4

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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

te

& 9, did noten verified thetting a on

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Date Drilled

Drill Method

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# 2 - Pile #

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Location #

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Date Drilled

Drill Method

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# 2 - Pile #

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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

in line uges

ch

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

A No.

Br

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