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

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Chapter 1 PLANNING AND SCOPE S S BH D B D B Borehole depth >[D+1.5x8] Borehole depth >[D+1.5(25+B)] For S < 5B a) Structure on isolated pad or raft b) Closely spaced strip on pad footings B Notional equivalent raft at 2/3 depth D Individual pressure bulbs Borehole depth >[2/3 D+1.58] Combined pressure bulb c) Large structure on friction piles Figure 1.2 Necessary Borehole Depths for Foundations 1-10 March 2009
Chapter 1 PLANNING AND SCOPE 2L H Dams/Reservoirs/ Levees D D = Impermeable Stratum or Bedrock, or Not less than 2 x maximum hydraulic head expected, or ½ H- 2H B B L Unit load P Total load P=P.L.B. L L1 B1 P1 S1 S1 Foundation Structure D MAT OR SINGLE FOOTING S S GROUP OF FOOTINGS D = 2B (square) to 6B (strip) D D Roads/ Farm Roads (i) Roads: At least 5m below finished road level (near existing ground <strong>and</strong> in cut (ii) Farm Roads: D = 1m to 2m (light traffic); 2m to 3m (heavy traffic) Figure 1.3 (a) March 2009 1-11
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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 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 3 FUNDAMENTAL PRINCIPLES 3.
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Chapter 4 SOIL SETTLEMENT Table of
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Chapter 4 SOIL SETTLEMENT 4 SOIL SE
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Chapter 4 SOIL SETTLEMENT Poulos &
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Chapter 4 SOIL SETTLEMENT 4.3.1 Nor
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Chapter 4 SOIL SETTLEMENT Figure 4.
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Chapter 4 SOIL SETTLEMENT Example 4
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Chapter 4 SOIL SETTLEMENT Where δ
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Chapter 4 SOIL SETTLEMENT Raft foun
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Chapter 4 SOIL SETTLEMENT [19] Dona
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CHAPTER 5 BEARING CAPACITY THEORY
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Chapter 5 BEARING CAPACITY THEORY L
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Chapter 5 BEARING CAPACITY THEORY 5
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Chapter 5 BEARING CAPACITY THEORY T
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Chapter 5 BEARING CAPACITY THEORY D
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Chapter 5 BEARING CAPACITY THEORY R
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Chapter 6 SLOPE STABILITY Table of
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Chapter 6 SLOPE STABILITY List of T
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Chapter 6 SLOPE STABILITY 6 SLOPE S
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Chapter 6 SLOPE STABILITY 6.3 GENER
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Chapter 6 SLOPE STABILITY Table 6.1
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Chapter 6 SLOPE STABILITY 6.5.4 Req
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Chapter 6 SLOPE STABILITY Instabili
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Chapter 6 SLOPE STABILITY Table 6.4
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Chapter 6 SLOPE STABILITY The facto
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Chapter 6 SLOPE STABILITY Steel pla
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Chapter 6 SLOPE STABILITY [19] Lamb
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Chapter 6 SLOPE STABILITY APPENDIX
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Chapter 6 SLOPE STABILITY A.2 PROBL
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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 Some of th
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Chapter 7 RETAINING WALL K Kp K p (
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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 7.4.3 Late
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Chapter 7 RETAINING WALL Definition
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Chapter 7 RETAINING WALL 7.5.3 Bear
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Chapter 7 RETAINING WALL Surface Wa
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Chapter 7 RETAINING WALL The applic
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Chapter 7 RETAINING WALL 7.6.2 Type
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Chapter 7 RETAINING WALL In general
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7.6.3.3 Design of Anchor - General
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Chapter 7 RETAINING WALL d) Design
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Chapter 7 RETAINING WALL Note: As g
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Chapter 7 RETAINING WALL Take momen
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Chapter 7 RETAINING WALL REFERENCES
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Chapter 7 RETAINING WALL (This page
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Chapter 8 GROUND IMPROVEMENT Table
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Chapter 8 GROUND IMPROVEMENT 8 GROU
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Chapter 8 GROUND IMPROVEMENT Remova
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Chapter 8 GROUND IMPROVEMENT 8.2.3.
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Chapter 8 GROUND IMPROVEMENT t = (D
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Chapter 8 GROUND IMPROVEMENT % of C
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CHAPTER 9 FOUNDATION ENGINEERING
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Chapter 9 FOUNDATION ENGINEERING 9.
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Chapter 9 FOUNDATION ENGINEERING A
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Chapter 9 FOUNDATION ENGINEERING b)
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Chapter 9 FOUNDATION ENGINEERING δ
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Page 239 and 240: PART 2: SOIL INVESTIGATION
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Chapter 3 IN-SITU GEOTECHNICAL TEST
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CHAPTER 4 LAB TESTING FOR SOILS
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Chapter 4 LABORATORY TESTING FOR SO
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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 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 2 MAP PROJECTION Latitude
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CHAPTER 3 TYPES OF SURVEY
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Chapter 3 TYPES OF SURVEY 3.2.5 Bas
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Chapter 3 TYPES OF SURVEY Appendix
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Chapter 3 TYPES OF SURVEY APPENDIX
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Chapter 4 REFERENCES ON GEOMATICS A
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CHAPTER 5 GEOGRAPHIC INFORMATION SY
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CHAPTER 6 CHECKLIST FOR TERRAIN FEA
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Chapter 6 CHECKLIST FOR TERRAIN FEA
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