Introduction
Analysis Methods

References
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"Lateral Displacements during and after liquefaction can be estimated using our NovoLiq software ..."

 
 

References

The following list includes the most important references used in development of NovoLiq software:
 

1- NCEER Workshop Report (1997)

2- Geotechnical Design Guidelines for Buildings on Liquefiable Sites in Accordance with NBC 2005 for Grater Vancouver Region, Canada, 2007

3- Estimating Liquefaction-Induced Lateral Displacements Using the Standard Penetration Test or Cone Penetration Test

G. Zhang; P. K. Robertson, M.ASCE2; and R. W. I. Brachman, 2004

4- State Normalization of Penetration Resistance and the Effect of Overburden Stress on Liquefaction Resistance

R. W. Boulanger1, I. M. Idriss1, 2004

5- A Liquefaction Evaluation Procedure Based on Shear Wave Velocity

Ronald D. Andrus, Kenneth H. Stokoe

6- Earthquake-Induced Settlements in Saturated Sandy Soils

C. Y. Lee, 2007

7- Standard Penetration Test-Based Probabilistic and Deterministic Assessment of Seismic Soil Liquefaction Potential

K. Onder Cetin, M.ASCE; Raymond B. Seed, M.ASCE; Armen Der Kiureghian, M.ASCE; Kohji Tokimatsu; Leslie F. Harder Jr., M.ASCE; Robert E. Kayen, M.ASCE ; and Robert E. S. Moss, M.ASCE

8- Soil Liquefaction During Earthquake

I.M. Idriss, R.W. Boulanger