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Guide to Cone Penetration Testing for Geotechnical Engineering

✍ Scribed by Robertson P.K., Cabal (Robertson) K.L.

Tongue
English
Leaves
138
Category
Library
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✦ Synopsis

4th Edition, 124 pages, July 2010
Gregg Drilling & Testing, Inc. Corporate Headquarters 2726 Walnut Avenue Signal Hill, California 90755

Contents
Glossary
Introduction
Risk Based Site Characterization
Role of the CPT
Cone Penetration Test (CPT)
Introduction
History
Test Equipment and Procedures
Additional Sensors/Modules
Pushing Equipment
Depth of Penetration
Test Procedures
Cone Design
CPT Interpretation
Soil Profiling and Soil Type
Equivalent SPT N60 Profiles
Soil Unit Weight ( )
Undrained Shear Strength (su)
Soil Sensitivity
Undrained Shear Strength Ratio (su/ 'vo)
Stress History - Overconsolidation Ratio (OCR)
In-Situ Stress Ratio (Ko)
In-Situ Stress Ratio (Ko)
Friction Angle
Relative Density (Dr)
Stiffness and Modulus
Modulus from Shear Wave Velocity
Estimating Shear Wave Velocity from CPT
Identification of Unusual Soils Using the S
Hydraulic Conductivity (k)
Consolidation Characteristics
Constrained Modulus
Applications of CPT Results
Shallow Foundation Design
Deep Foundation Design
Seismic Design - Liquefaction
Ground Improvement Compaction Control
Design of Wick or Sand Drains
Software
Main References

✦ Subjects

Горно-геологическая отрасль;Инженерная геология и гидрогеология

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