Credit card payment only is accepted for this order because it contains a mix of both publications and training products.
Invalid username/password. Please try again.
Piling - Design and installation
Publisher: Standards Australia
Published: 08-05-1995
Available Formats: PDF 9 Users - English, PDF 5 Users - English, PDF 3 Users - English, PDF 1 User - English, Hardcopy - English More Info on product formats
1 - AS 2159-1995 PILING - DESIGN AND INSTALLATION4 - PREFACE5 - CONTENTS7 - FOREWORD8 - SECTION 1 SCOPE AND GENERAL8 - 1.1 SCOPE8 - 1.2 APPLICATION8 - 1.3 REFERENCED DOCUMENTS9 - 1.4 DEFINITIONS9 - 1.4.1 Bored cast-in-place pile9 - 1.4.2 Cased pile9 - 1.4.3 Characteristic strength9 - 1.4.4 Cone penetration test (CPT)9 - 1.4.5 Continuous flight auger pile (CFA)9 - 1.4.6 Design action9 - 1.4.7 Design action effect-S*9 - 1.4.8 Design geotechnical strength9 - 1.4.9 Design serviceability load9 - 1.4.10 Design structural strength9 - 1.4.11 Driven cast-in-place pile9 - 1.4.12 Driven preformed pile9 - 1.4.13 Durability9 - 1.4.14 End bearing pile9 - 1.4.15 Footing10 - 1.4.16 Foundation10 - 1.4.17 Friction pile10 - 1.4.18 Ground anchor10 - 1.4.19 Limit state10 - 1.4.20 Pile10 - 1.4.21 Pile group10 - 1.4.22 Pile head10 - 1.4.23 Pile heave10 - 1.4.24 Professional engineer10 - 1.4.25 Raking pile10 - 1.4.26 Serviceability10 - 1.4.27 Set10 - 1.4.28 Standard penetration test (SPT)10 - 1.4.29 Temporary compression10 - 1.4.30 Test pile10 - 1.4.31 Toe10 - 1.4.32 Ultimate geotechnical strength10 - 1.4.33 Ultimate structural strength10 - 1.5 NOTATION12 - 1.6 CLASSIFICATION OF PILES12 - 1.6.1 General12 - 1.6.2 Displacement piles12 - 1.6.3 Non-displacement piles12 - 1.6.4 Partial displacement, post-grouted and preloaded non-displacement piles13 - 1.7 USE OF ALTERNATIVE MATERIALS OR METHODS13 - 1.7.1 General13 - 1.7.2 Existing structures14 - SECTION 2 SITE INVESTIGATIONS14 - 2.1 SITE INVESTIGATION14 - 2.2 INFORMATION REQUIRED15 - SECTION 3 DESIGN REQUIREMENTS AND PROCEDURES15 - 3.1 AIM15 - 3.2 DESIGN REQUIREMENTS15 - 3.2.1 General15 - 3.2.2 Design for ultimate strength16 - 3.2.3 Design for serviceability16 - 3.2.4 Design for durability16 - 3.2.5 Design for other relevant requirements16 - 3.3 LOADS AND LOAD COMBINATIONS FOR STRENGTH AND SERVICE ABILITY DESIGN16 - 3.3.1 Loads and other actions17 - 3.3.2 Load combinations for strength design17 - 3.3.3 Load combinations for serviceability design18 - SECTION 4 GEOTECHNICAL DESIGN18 - 4.1 SCOPE18 - 4.2 GENERAL PRINCIPLES OF GEOTECHNICAL STRENGTH DESIGN18 - 4.2.1 Design geotechnical strength18 - 4.2.2 Assessment of geotechnical strength reduction factor18 - 4.2.3 Assessment of ultimate geotechnical strength20 - 4.3 DETAILED DESIGN REQUIREMENTS FOR STRENGTH20 - 4.3.1 Ultimate geotechnical strength in compression20 - 4.3.2 Ultimate geotechnical strength in uplift20 - 4.3.3 Ultimate geotechnical strength of a pile group in compression or uplift21 - 4.3.4 Combined pile and raft footing22 - 4.3.5 Negative friction22 - 4.3.6 Soil swelling22 - 4.3.7 Ultimate geotechnical strength for lateral loading22 - 4.3.8 Cyclic loading22 - 4.3.9 Dynamic loading22 - 4.3.10 Earthquake loading23 - 4.4 GENERAL PRINCIPLES OF GEOTECHNICAL DESIGN FOR SERVICEABILITY23 - 4.4.1 Design actions23 - 4.4.2 Design criteria23 - 4.4.3 Deflection limits23 - 4.4.4 Geotechnical parameters, for serviceability limit states23 - 4.5 DETAILED DESIGN REQUIREMENTS FOR SERVICEABILITY23 - 4.5.1 Deflection of a pile23 - 4.5.2 Combined pile and raft footing23 - 4.5.3 Settlement due to negative friction23 - 4.5.4 Pile heave due to soil swelling24 - 4.5.5 Deflection due to cyclic, dynamic and torsional or other loads25 - SECTION 5 STRUCTURAL DESIGN25 - 5.1 SCOPE25 - 5.2 GENERAL PRINCIPLES OF STRUCTURAL STRENGTH DESIGN25 - 5.2.1 Design structural strength25 - 5.2.2 Design bending moment25 - 5.2.3 Buckling of a pile25 - 5.2.4 Pile splice26 - 5.3 CONCRETE AND GROUT PILES26 - 5.3.1 General26 - 5.3.2 Strength reduction factors - concrete piles26 - 5.3.3 Strength reduction factors- grout piles26 - 5.3.4 Reinforcement requirement26 - 5.3.5 Partially reinforced pile27 - 5.3.6 Unreinforced piles27 - 5.3.7 Prestressed concrete pile27 - 5.3.8 Lateral restraint of longitudinal reinforcement and tendons27 - 5.4 STEEL PILES27 - 5.5 COMPOSITE STEEL CONCRETE PILES27 - 5.6 TIMBER PILES27 - 5.6.1 General28 - 5.6.2 Cross-sectional area28 - 5.6.3 Timber pile splices28 - 5.6.4 Connection details30 - SECTION 6 DESIGN FOR DURABILITY30 - 6.1 SCOPE30 - 6.2 DESIGN FOR DURABILITY OF CONCRETE PILES30 - 6.2.1 General30 - 6.2.2 Design life30 - 6.2.3 Exposure classification for concrete piles30 - 6.2.4 Durability requirements32 - 6.3 DESIGN FOR DURABILITY OF STEEL PIPES32 - 6.3.1 General32 - 6.3.2 Design life32 - 6.3.3 Exposure classification for steel piles32 - 6.3.4 Corrosion allowance for steel piles34 - 6.3.5 Coating protection systems34 - 6.3.6 Cathodic protection34 - 6.4 DESIGN FOR DURABILITY OF TIMBER PILES34 - 6.4.1 Design life34 - 6.4.2 Timber selection and treatment34 - 6.4.3 Timber preservation34 - 6.4.4 Treatment after cut-off34 - 6.4.5 Marine piles35 - SECTION 7 MATERIALS AND CONSTRUCTION REQUIREMENTS35 - 7.1 GENERAL35 - 7.1.1 All materials35 - 7.1.2 Concrete35 - 7.1.3 Grout35 - 7.1.4 Steel35 - 7.1.5 Timber35 - 7.2 TOLERANCES AND DEFECTS35 - 7.2.1 Positional tolerances35 - 7.2.2 Cut-off levels35 - 7.2.3 Trimming and capping36 - 7.2.4 Variation in pile depths36 - 7.2.5 Defective piles36 - 7.3 DISPLACEMENT PILES - PREFORMED36 - 7.3.1 Dimensional tolerances36 - 7.3.2 Handling and storage37 - 7.3.3 Installation38 - 7.4 DISPLACEMENT PILES - DRIVEN CAST-IN-PLACE38 - 7.4.1 Dimensional accuracy38 - 7.4.2 Liners38 - 7.4.3 Construction39 - 7.5 NON-DISPLACEMENT PILES39 - 7.5.1 Dimensional accuracy39 - 7.5.2 Support systems40 - 7.5.3 Excavation of the pile shaft40 - 7.5.4 Base and shaft preparation40 - 7.5.5 Construction41 - 7.5.6 Continuous flight auger piles41 - 7.6 RECORDS OF DATA41 - 7.6.1 Driven displacement piles42 - 7.6.2 Non-displacement piles43 - SECTION 8 TESTING43 - 8.1 SCOPE43 - 8.2 PILE LOAD TESTING43 - 8.2.1 Test load types43 - 8.2.2 Information required43 - 8.2.3 Acceptance of Piles43 - 8.3 STATIC LOAD TESTING43 - 8.3.1 Preparation for testing43 - 8.3.2 Reaction system46 - 8.3.3 Equipment for loading and test measurement47 - 8.3.4 Test procedure48 - 8.3.5 Incremental sustained load test (ISL)49 - 8.3.6 Supervision and recording of results49 - 8.3.7 Report49 - 8.4 DYNAMIC PILE TESTING49 - 8.4.1 General50 - 8.4.2 Pile preparation50 - 8.4.3 Hammer energy50 - 8.4.4 Instrumentation50 - 8.4.5 Test procedure51 - 8.4.6 Acceptance criteria51 - 8.4.7 Supervision and recording of results51 - 8.4.8 Report51 - 8.5 INTEGRITY TESTING51 - 8.5.1 General52 - 8.5.2 Preparation for testing52 - 8.5.3 Time of testing52 - 8.5.4 Test procedure52 - 8.5.5 Sonic impact test (SIT)52 - 8.5.6 Sonic vibration test52 - 8.5.7 Sonic logging test (SLT)52 - 8.5.8 Acceptance criteria53 - 8.5.9 Supervision and recording of results53 - 8.5.10 Report
Specifies minimum requirements for the design, calculation and testing of piled foundations for civil engineering and building structures, on land and immediate inshore locations.
This Standard sets out minimum requirements for the design, construction and testing of piled footings for civil engineering and building structures on land or immediate inshore locations. It does not extend to offshore (deepwater) construction, or to detached Class 1 building as defined in the Building Code of Australia.NOTES:1 AUSTROADS Bridge Design Code should be considered for the design of footings for road bridges.2 The date of application of the Standard on a mandatory basis is matter for the relevant authority. AS 2159-1978 will be withdrawn following substantial regulatory implementation of this edition, or within two years of publication of this edition, whichever is the earlier.
First published as AS 2159-1978.Second edition 1995.
AUD CAD CHF CNY DKK EUR GBP HKD IDR INR JPY KRW MXN NOK NZD SEK SGD USD ZAR
More Info
Click for PDF (DRM) information
Unfortunately, this product is not available for purchase in your region.
Get in touch Subscription Solutions
Loading..
Once you've completed your purchase you'll get a link to My Orders on: -the Confirmation page of check out -and by email You'll be able to access your Multi User Orders to add Users.
You have selected more than three (3) participants. Please contact our Customer Service team.
You have already added this product in the cart. If you would like to add additional copies of this product please adjust the quantity in the cart. For more than 20 copies, please contact our Customer Support team on 201-986-1131 / 888-454-2688.
You have already added this product in the cart. If you would like to add additional copies of this product please adjust the quantity in the cart.
For more than 20 copies, please contact our Customer Support team on 201-986-1131 / 888-454-2688.
You have selected more than three (3) trainings. Please contact our Customer Service team.Please contact our Customer Service team on Email: sales@saiglobal.com Phone: 131 242 (Within Australia)
You have already added a product with different Currency. Please change the currency.
This product cannot be added to your cart right now. Please contact our Customer Service team on Email: uspubsales@saiglobal.comPhone: +1 201-986-1131 / +1 888-454-2688
You have already saved 6 Quotes. Please contact our Customer Service Team.