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STATE NORMALIZATION OF PENETRATION RESISTANCE AND THE EFFECT OF OVERBURDEN STRESS ON LIQUEFACTION RESISTANCE (2004)
In this paper is presented a critical re-evaluation of the factors CN and K using a relative state parameter index R. This paper expands upon the recent theoretical developments and presents relations that facilitate their implementation in engineering practice.
Reference:
11th International Conference on Soil Dynamics and Earthquake Engineering, and 3rd International Conference on Earthquake Geotechnical Engineering, D. Doolin et al., eds., Stallion Press, Vol. 2, 484-491
11th International Conference on Soil Dynamics and Earthquake Engineering, and 3rd International Conference on Earthquake Geotechnical Engineering, D. Doolin et al., eds., Stallion Press, Vol. 2, 484-491
Organization:
Department of Civil & Environmental EngineeringUniversity of California
Department of Civil & Environmental EngineeringUniversity of California
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