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Mar 25, 2024 •16 likes •246 views

www.Novotechsoftware.com Soil void ratio Soil density sity Soil permeab meabil ility ity Geological logical histo tory y of site Groun und water r level Nature ure of the earth thqu quake ake shaking ing www.NovotechSoftware.com

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  2. Soil void ratio Soil density sity Soil permeab meabil ility ity Geological logical histo tory y of site Groun und water r level Nature ure of the earth thqu quake ake shaking ing www.NovotechSoftware.com

  3. Shear ear Wave ve SPT CPT Velocity ocity www.NovotechSoftware.com

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  10. NovoLiq Software Data a commu muni nicati cation on Calcul culation ation Liquefactio faction n Detai ails ls & Assessment ment Repor orts ts Post-Lique Liquefaction faction Analysis is www.NovotechSoftware.com

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  12. www.NovotechSoftware.com NovoLiq Software Field Tests SPT Corrections • Standard Penetration Test (SPT) • Becker Penetration Test (BPT) • Depth (Overburden) Corrections • Shear Wave Velocity (Vs) • Hammer Energy Correction • Borehole Diameter Correction • Rod Length Correction Overburden Correction • Sampling Method Correction Methods • Water Level Correction • Gibbs and Holtz, 1957 • Peck and Bazaraa, 1969 • Peck, Hanson and Thornburn, 1974 • Seed, 1976 Becker Conversion • Tokimatsu and Yoshimi, 1983 • Liao and Whitman, 1986 • Harder & Seed • Skempton, 1986 • Samson, 1986 • Alex Sy & Campanella • Canadian Foundation Engineering Manual, 2006 www.NovotechSoftware.com

  13. www.NovotechSoftware.com NovoLiq Software Liquefaction Analysis Depth Reduction Factor (rd) Methods (CRR) • NCEER Workshop, 1997 • NCEER Workshop (1997) • Vancouver Task Force (2007) recommended • Boulanger and Idriss (2004) • Thomas F. Blake • Cetin et al. (2004) • Idriss & Boulanger, 2006 • Japanese Bridge Code • Kayen et al., 1992 • Chinese Code • Seed et al. (1983) • Cetin et al., 2004 • Tokimatsu-Yoshimi (1983) • Shibata (1981) • Kokusho et al. (1983) Magnitude Scaling Factor • Seed & Idriss, 1982 Silt Content Correction • Idriss • Ambraseys, 1988 • Idriss & Seed, 1997 (NCEER • Andrus & Stokoe Workshop) • Arango, 1996 • Robertson & Wride, 1997 • Youd & Noble, 1996Ohba and (NCEER Workshop) Toriumi, 1970 • Idriss & Boulanger, 2004 • Tokimatsu and Seed, 1987 • Cetin et al., 2004 www.NovotechSoftware.com

  14. www.NovotechSoftware.com NovoLiq Software Liq. Lateral Displacement Probability of Liquefaction • Zhang, Robertson & Brachman, 2004 • Youd and Noble, 2001 • Youd et. al., 2002 • Cetin et al., 2004 • Barlett and Youd, 1992 • Hamada et. al., 1986 • Youd and Perkins, 1987 Liq. Settlement • Ishihara & Yoshimi, 1992 Residual Strength • Idriss & Boulanger, 2009 www.NovotechSoftware.com

  15. www.NovotechSoftware.com NovoLiq Software Database structure Schematic soil layers and SPT plot All type of SPT data storage are supported SPT blow counts for selected borehole www.NovotechSoftware.com

  16. www.NovotechSoftware.com NovoLiq Software Soil Index Properties • SPT/Vs raw and corrected data • Rd • Overburden pressure (total/ effective) • Relative density (Dr) www.NovotechSoftware.com

  17. www.NovotechSoftware.com NovoLiq Software Safety Factor Plots • CRR curves • K s • Safety Factor • Probability of Liquefaction www.NovotechSoftware.com

  18. www.NovotechSoftware.com NovoLiq Software Post-liquefaction Plots • Cyclic Shear Strain • Volumetric Strain • Settlement • Lateral Displacement • Residual Strength www.NovotechSoftware.com

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