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

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Chapter 5 INTERPRETATION OF SOIL PROPERTIES A direct correlation between the effective pre-consolidation stress and effective contact pressure (p o -u o ) measured by the flat dilatometer is given in Fig. 5.17, again noting that intact clays and fissured clays respond differently. The shear wave velocity (V S ) can also provide estimates of σ p ', per Fig. 5.18. In all cases, profiles of σ p ' obtained by in-situ tests should be confirmed by discrete oedometer results. Figure 5.15 Pre-consolidation Stress Relationship with Net Cone Tip Resistance from Electrical CPT Figure 5.16 Relationship Between Pre-consolidation Stress and Excess Porewater Pressures from Piezocones 5-16 March 2009
Chapter 5 INTERPRETATION OF SOIL PROPERTIES Figure 5.17 Relationship Between Pre-consolidation Stress and DMT Effective Contact Pressure in Clays Figure 5.18 Relationship between Preconsolidation Stress and Shear Wave Velocity in Clays. (Data from Mayne, Robertson, & Lunne, 1998) 5.4.3 Undrained Strength of Clays and Silts The undrained shear strength (s u or c u ) is not a unique property of soils, but a behavioral response to loading that depends upon applied stress direction, boundary conditions, strain rate, overconsolidation, degree of fissuring, and other factors. Therefore, it is often a difficult task to directly compare undrained strengths measured by a variety of different 1ab and field tests, unless proper March 2009 5-17
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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 3 FUNDAMENTAL PRINCIPLES
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CHAPTER 7 RETAINING WALL
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Chapter 8 GROUND IMPROVEMENT Table
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DID MANUAL Volume 6 Acknowledgement
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PART 2: SOIL INVESTIGATION
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CHAPTER 6 CHECKLIST FOR TERRAIN FEA
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