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AS 2159-1995 piling - design and installation

Standard Number:  AS 2159-1995
Title:  piling - design and installation
Language:  English
Replaced by Standard:  AS 2159-2009

Publication Date:  1995/5/31
Execute Date:  1995/8/5
Status:  AvailableW
Publisher:  Australia Standards(AS)
Price:  
Number of Pages:52P.;A4  

Preface:   
Description:Specifies minimum requirements for the design, calculation and testing of piled foundations for civil engineering and building structures, on land and immediate inshore locations.  
Catalog:Document Contents
AS 2159-1995 PILING - DESIGN AND INSTALLATION
PREFACE
CONTENTS
FOREWORD
SECTION 1 SCOPE AND GENERAL
1.1 SCOPE
1.2 APPLICATION
1.3 REFERENCED DOCUMENTS
1.4 DEFINITIONS
1.4.1 Bored cast-in-place pile
1.4.2 Cased pile
1.4.3 Characteristic strength
1.4.4 Cone penetration test (CPT)
1.4.5 Continuous flight auger pile (CFA)
1.4.6 Design action
1.4.7 Design action effect-S*
1.4.8 Design geotechnical strength
1.4.9 Design serviceability load
1.4.10 Design structural strength
1.4.11 Driven cast-in-place pile
1.4.12 Driven preformed pile
1.4.13 Durability
1.4.14 End bearing pile
1.4.15 Footing
1.4.16 Foundation
1.4.17 Friction pile
1.4.18 Ground anchor
1.4.19 Limit state
1.4.20 Pile
1.4.21 Pile group
1.4.22 Pile head
1.4.23 Pile heave
1.4.24 Professional engineer
1.4.25 Raking pile
1.4.26 Serviceability
1.4.27 Set
1.4.28 Standard penetration test (SPT)
1.4.29 Temporary compression
1.4.30 Test pile
1.4.31 Toe
1.4.32 Ultimate geotechnical strength
1.4.33 Ultimate structural strength
1.5 NOTATION
1.6 CLASSIFICATION OF PILES
1.6.1 General
1.6.2 Displacement piles
1.6.3 Non-displacement piles
1.6.4 Partial displacement, post-grouted and preloaded non-displacement piles
1.7 USE OF ALTERNATIVE MATERIALS OR METHODS
1.7.1 General
1.7.2 Existing structures
SECTION 2 SITE INVESTIGATIONS
2.1 SITE INVESTIGATION
2.2 INFORMATION REQUIRED
SECTION 3 DESIGN REQUIREMENTS AND PROCEDURES
3.1 AIM
3.2 DESIGN REQUIREMENTS
3.2.1 General
3.2.2 Design for ultimate strength
3.2.3 Design for serviceability
3.2.4 Design for durability
3.2.5 Design for other relevant requirements
3.3 LOADS AND LOAD COMBINATIONS FOR STRENGTH AND SERVICE ABILITY DESIGN
3.3.1 Loads and other actions
3.3.2 Load combinations for strength design
3.3.3 Load combinations for serviceability design
SECTION 4 GEOTECHNICAL DESIGN
4.1 SCOPE
4.2 GENERAL PRINCIPLES OF GEOTECHNICAL STRENGTH DESIGN
4.2.1 Design geotechnical strength
4.2.2 Assessment of geotechnical strength reduction factor
4.2.3 Assessment of ultimate geotechnical strength
4.3 DETAILED DESIGN REQUIREMENTS FOR STRENGTH
4.3.1 Ultimate geotechnical strength in compression
4.3.2 Ultimate geotechnical strength in uplift
4.3.3 Ultimate geotechnical strength of a pile group in compression or uplift
4.3.4 Combined pile and raft footing
4.3.5 Negative friction
4.3.6 Soil swelling
4.3.7 Ultimate geotechnical strength for lateral loading
4.3.8 Cyclic loading
4.3.9 Dynamic loading
4.3.10 Earthquake loading
4.4 GENERAL PRINCIPLES OF GEOTECHNICAL DESIGN FOR SERVICEABILITY
4.4.1 Design actions
4.4.2 Design criteria
4.4.3 Deflection limits
4.4.4 Geotechnical parameters, for serviceability limit states
4.5 DETAILED DESIGN REQUIREMENTS FOR SERVICEABILITY
4.5.1 Deflection of a pile
4.5.2 Combined pile and raft footing
4.5.3 Settlement due to negative friction
4.5.4 Pile heave due to soil swelling
4.5.5 Deflection due to cyclic, dynamic and torsional or other loads
SECTION 5 STRUCTURAL DESIGN
5.1 SCOPE
5.2 GENERAL PRINCIPLES OF STRUCTURAL STRENGTH DESIGN
5.2.1 Design structural strength
5.2.2 Design bending moment
5.2.3 Buckling of a pile
5.2.4 Pile splice
5.3 CONCRETE AND GROUT PILES
5.3.1 General
5.3.2 Strength reduction factors - concrete piles
5.3.3 Strength reduction factors- grout piles
5.3.4 Reinforcement requirement
5.3.5 Partially reinforced pile
5.3.6 Unreinforced piles
5.3.7 Prestressed concrete pile
5.3.8 Lateral restraint of longitudinal reinforcement and tendons
5.4 STEEL PILES
5.5 COMPOSITE STEEL CONCRETE PILES
5.6 TIMBER PILES
5.6.1 General
5.6.2 Cross-sectional area
5.6.3 Timber pile splices
5.6.4 Connection details
SECTION 6 DESIGN FOR DURABILITY
6.1 SCOPE
6.2 DESIGN FOR DURABILITY OF CONCRETE PILES
6.2.1 General
6.2.2 Design life
6.2.3 Exposure classification for concrete piles
6.2.4 Durability requirements
6.3 DESIGN FOR DURABILITY OF STEEL PIPES
6.3.1 General
6.3.2 Design life
6.3.3 Exposure classification for steel piles
6.3.4 Corrosion allowance for steel piles
6.3.5 Coating protection systems
6.3.6 Cathodic protection
6.4 DESIGN FOR DURABILITY OF TIMBER PILES
6.4.1 Design life
6.4.2 Timber selection and treatment
6.4.3 Timber preservation
6.4.4 Treatment after cut-off
6.4.5 Marine piles
SECTION 7 MATERIALS AND CONSTRUCTION REQUIREMENTS
7.1 GENERAL
7.1.1 All materials
7.1.2 Concrete
7.1.3 Grout
7.1.4 Steel
7.1.5 Timber
7.2 TOLERANCES AND DEFECTS
7.2.1 Positional tolerances
7.2.2 Cut-off levels
7.2.3 Trimming and capping
7.2.4 Variation in pile depths
7.2.5 Defective piles
7.3 DISPLACEMENT PILES - PREFORMED
7.3.1 Dimensional tolerances
7.3.2 Handling and storage
7.3.3 Installation
7.4 DISPLACEMENT PILES - DRIVEN CAST-IN-PLACE
7.4.1 Dimensional accuracy
7.4.2 Liners
7.4.3 Construction
7.5 NON-DISPLACEMENT PILES
7.5.1 Dimensional accuracy
7.5.2 Support systems
7.5.3 Excavation of the pile shaft
7.5.4 Base and shaft preparation
7.5.5 Construction
7.5.6 Continuous flight auger piles
7.6 RECORDS OF DATA
7.6.1 Driven displacement piles
7.6.2 Non-displacement piles
SECTION 8 TESTING
8.1 SCOPE
8.2 PILE LOAD TESTING
8.2.1 Test load types
8.2.2 Information required
8.2.3 Acceptance of Piles
8.3 STATIC LOAD TESTING
8.3.1 Preparation for testing
8.3.2 Reaction system
8.3.3 Equipment for loading and test measurement
8.3.4 Test procedure
8.3.5 Incremental sustained load test (ISL)
8.3.6 Supervision and recording of results
8.3.7 Report
8.4 DYNAMIC PILE TESTING
8.4.1 General
8.4.2 Pile preparation
8.4.3 Hammer energy
8.4.4 Instrumentation
8.4.5 Test procedure
8.4.6 Acceptance criteria
8.4.7 Supervision and recording of results
8.4.8 Report
8.5 INTEGRITY TESTING
8.5.1 General
8.5.2 Preparation for testing
8.5.3 Time of testing
8.5.4 Test procedure
8.5.5 Sonic impact test (SIT)
8.5.6 Sonic vibration test
8.5.7 Sonic logging test (SLT)
8.5.8 Acceptance criteria
8.5.9 Supervision and recording of results
8.5.10 Report
  
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File Size:  754KB
Tile in English:  piling - design and installation

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