Volume 6 – Geotechnical Manual, Site Investigation and Engineering ...

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Chapter 9 FOUNDATION ENGINEERING Table of Contents Table of Contents .................................................................................................................. 9-i List of Tables ...................................................................................................................... 9-iii List of Figures ..................................................................................................................... 9-iii 9.1 INTRODUCTION .......................................................................................................... 9-1 9.2 DEEP FOUNDATION ..................................................................................................... 9-2 9.2.1 General ......................................................................................................... 9-2 9.2.2 Classification of Piles ....................................................................................... 9-2 9.2.2.1 Precast Reinforced Concrete Piles ....................................................... 9-2 9.2.3 Pile Foundation Design .................................................................................... 9-6 9.2.3.1 General ............................................................................................ 9-6 9.2.3.2 Design Philosophies ........................................................................... 9-6 9.2.3.4 Pile Capacity ..................................................................................... 9-8 9.2.4 Pile Loading Tests ........................................................................................ 9-13 9.2.4.1 General .......................................................................................... 9-13 9.2.4.2 Timing of Pile Tests ......................................................................... 9-14 9.2.4.3 Static Pile Loading Tests .................................................................. 9-14 9.2.5 Equipment ................................................................................................... 9-17 9.2.5.1 Measurement of Load ...................................................................... 9-17 9.2.5.2 Measurement of Pile Head Movement ............................................... 9-19 9.2.5.3 Test Procedures .............................................................................. 9-21 9.2.5.4 Instrumentation .............................................................................. 9-24 9.2.5.5 Interpretation of Test Results ........................................................... 9-25 9.2.6 Dynamic Loading Tests ................................................................................. 9-27 9.2.6.1 General .......................................................................................... 9-27 9.2.6.2 Test Methods .................................................................................. 9-27 9.2.6.3 Methods of Interpretation ................................................................ 9-28 9.2.6.4 Recommendations on the Use of Dynamic Loading Tests .................... 9-29 9.3 LATERALLY LOADED PILES ......................................................................................... 9-29 9.3.1 Introduction ................................................................................................. 9-29 9.3.2 Lateral Load Capacity of Pile .......................................................................... 9-31 9.3.3 Inclined Loads .............................................................................................. 9-39 9.3.4 Raking Piles in Soil ........................................................................................ 9-39 9.3.5 Lateral Loading ............................................................................................ 9-40 March 2009 9-i
Chapter 9 FOUNDATION ENGINEERING 9.3.5.1 General .......................................................................................... 9-40 9.3.5.2 Equivalent Cantilever Method ........................................................... 9-41 9.3.5.3 Subgrade Reaction Method .............................................................. 9-41 9.3.5.4 Elastic Continuum Method ................................................................ 9-43 9.4 PILE GROUP .............................................................................................................. 9-45 9.4.1 General ....................................................................................................... 9-45 9.4.2 Minimum Spacing of Piles ............................................................................. 9-46 9.4.3 Ultimate Capacity of Pile Groups .................................................................... 9-46 REFERENCES ..................................................................................................................... 9-48 9-ii March 2009
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GOVERNMENT OF MALAYSIA DEPARTMENT O
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DID MANUAL Volume 6 Foreword The fi
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DID MANUAL Volume 6 List of Volumes
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DID MANUAL Volume 6 Registration of
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DID MANUAL Volume 6 List of Symbols
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CHAPTER 1 GENERAL
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Chapter 1 GENERAL (This page is int
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Chapter 2 GEOTECHNICAL DESIGN PROCE
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CHAPTER 3 FUNDAMENTAL PRINCIPLES
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Chapter 4 SOIL SETTLEMENT Table of
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CHAPTER 5 BEARING CAPACITY THEORY
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Chapter 6 SLOPE STABILITY Table of
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CHAPTER 7 RETAINING WALL
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Chapter 7 RETAINING WALL List of Ta
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Chapter 7 RETAINING WALL Figure 7.
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Chapter 7 RETAINING WALL 7.4.2.2 Co
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Chapter 7 RETAINING WALL Figure 7.8
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Chapter 7 RETAINING WALL Figure 7.1
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Chapter 10 SEEPAGE Table of Content
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Chapter 10 SEEPAGE 10 SEEPAGE 10.1
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DID MANUAL Volume 6 Acknowledgement
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DID MANUAL Volume 6 Table of Conten
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PART 2: SOIL INVESTIGATION
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Chapter 1 PLANNING AND SCOPE Table
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Chapter 4 LABORATORY TESTING FOR SO
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PART 3: ENGINEERING SURVEY
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Chapter 1 GEOMATICS AND LAND SURVEY
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CHAPTER 2 MAP PROJECTION
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CHAPTER 6 CHECKLIST FOR TERRAIN FEA
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