Soil void ratio correlation with shear wave velocities and SPT N values for Indo-Gangetic basin

Author:

Anbazhagan P.,Uday Anjali,Moustafa Sayed S. R.,Al-Arifi Nassir S. N.

Publisher

Springer Science and Business Media LLC

Subject

Geology

Reference41 articles.

1. Anbazhagan, P., Abhishek, Kumar and Sitharam, T.G. (2013) Seismic site classification and correlation between standard penetration test N value and shear wave velocity for Lucknow City in Indo-Gangetic Basin. Pure Appld. Geophys., v.170 (3), pp. 299–318.

2. Anbazhagan, P., Aditya Parihar and Rashmi, H.N. (2012) Review of correlations between SPT N and Shear Modulus: A New Correlation Applicable to any Region. Soil Dynamics and Earthquake Engg., v.36, pp.52–69.

3. Andrews, D.C.A. and Martin, G.R. (2000) Criteria for liquefaction of silty soils. Proc., 12th World Conf. on Earthquake Engineering, Auckland, New Zealand.

4. ASTM D:1586 (1999) Standard Test method for penetration test and splitbarrel sampling of soils. American Society for Testing and Materials.

5. ASTM D:1587 (2012) Standard practice for thin-walled tube sampling of soils for geotechnical purposes. American Society for Testing and Materials.

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