Transcription of CHAPTER 6
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CHAPTER 6
NYSDOT Geot echnical Page 6-1 June 17, 2013 Design Manual GEOTECHNICAL DESIGN MANUAL CHAPTER 6 ENGINEERING properties OF SOIL AND ROCK NYSDOT Geot echnical Page 6-2 June 17, 2013 Design Manual (Intentionally left blank) Table of Contents NYSDOT Geot echnical Page 6-3 June 17, 2013 Design Manual OVERVIEW .. 6-6 INFLUENCE OF EXISTING AND FUTURE CONDITIONS ON SOIL AND ROCK properties .. 6-6 METHODS OF DETERMINING SOIL AND ROCK properties .. 6-7 GEOTECHNICAL LABORATORY SERVICES .. 6-7 Type of Laboratory Testing .. 6-8 Quality Control for Laboratory Testing .. 6-12 Developing the Testing Plan .. 6-13 Laboratory Soil Performance Test Requests .. 6-14 Consolidation Tests .. 6-17 Strength Tests .. 6-17 Relevance of Laboratory Strength Tests to Field Conditions . 6-18 Types of Triaxial Strength Tests .. 6-19 Selection of Final Design Shear Strengths .. 6-21 LABORATORY TESTING FOR THE DETERMINATION OF SOIL INDEX properties .
Engineering Properties of Soil and Rock NYSDOT Geotechnical Page 6-7 June 17, 2013 Design Manual 6.3 METHODS OF DETERMINING SOIL AND ROCK PROPERTIES Subsurface soil or rock properties are generally determined using one or more of the following methods: • in-situ testing during the field exploration program, • laboratory testing, and
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