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Guidelines for Using the CPT, CPTU and MARCHETTI DMT for Geotechnical Design. Volume 2. Using CPT and CPTU Data
The Volume II of IV is devoted almost entirely to the electronic static cone (CPT) and piezocone (CPTU) tests. Chapter 2 presents a detailed discussion of equipment and procedures, including data acquisition and processing, calibration and maintenance. Chapter 3 discusses data reduction, including the factors effecting CPT and CPTU measurements and the presentation and evaluation of CPT and CPTU data. Chapter 4 discusses the interpretation of CPT and CPTU data, including the factors effecting interpretation, the various soil classification methods, stratigraphic logging, interpretations in drained and undrained soil and in problem soils. It includes the effects of groundwater conditions and presents SPT-CPT correlations. The final Chapter 5 presents design recommendations, including shallow foundations, deep foundations, embankments and slope stability, liquefaction, compaction control, and other applications. The volume includes a list of references and four Appendices that include copies of very recent papers by the authors on the CPT and CPTU, a copy of the ASTM Standard D3441, and worked design examples.
Guidelines for Using the CPT, CPTU and MARCHETTI DMT for Geotechnical Design. Volume 2. Using CPT and CPTU Data
The Volume II of IV is devoted almost entirely to the electronic static cone (CPT) and piezocone (CPTU) tests. Chapter 2 presents a detailed discussion of equipment and procedures, including data acquisition and processing, calibration and maintenance. Chapter 3 discusses data reduction, including the factors effecting CPT and CPTU measurements and the presentation and evaluation of CPT and CPTU data. Chapter 4 discusses the interpretation of CPT and CPTU data, including the factors effecting interpretation, the various soil classification methods, stratigraphic logging, interpretations in drained and undrained soil and in problem soils. It includes the effects of groundwater conditions and presents SPT-CPT correlations. The final Chapter 5 presents design recommendations, including shallow foundations, deep foundations, embankments and slope stability, liquefaction, compaction control, and other applications. The volume includes a list of references and four Appendices that include copies of very recent papers by the authors on the CPT and CPTU, a copy of the ASTM Standard D3441, and worked design examples.
Guidelines for Using the CPT, CPTU and MARCHETTI DMT for Geotechnical Design. Volume 2. Using CPT and CPTU Data
P. K. Robertson (author) / R. G. Campanella (author)
1988
366 pages
Report
No indication
English
Soil & Rock Mechanics , Soil Sciences , Soil mechanics , Measuring instruments , Bearing capacity , Soil properties , Field tests , Earthworks , Soil water , Foundations , Test equipment , Data acquisition , Calibration , Maintenance , Manuals , Electronic static cone tests , Piezocone tests , Cone penetration test , Dutch cone tests , Liquefaction
Geotechnical properties of silty alluvial soils from CPTU tests
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