High Overburden Stress Effects in Liquefaction Analyses

By R. Boulanger. 2003

147 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/4a9c25d525a46d7820578554a7ab86ac94769148

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In Civil and Structural Engineering

1. P. Robertson
2. B. Tarawneh
3. Kok-Kwang Phoon

Citations in the corpus

• THE EFFECT OF FINES ON CRITICAL STATE AND LIQUEFACTION RESISTANCE CHARACTERISTICS OF NON-PLASTIC SILTY SANDS (2008, unknown): “…stress considered in the semi-empirical ˆeldbased procedures, such as SPT and CPT tests, the liquefaction resistance ratio of clean sands during both monotonic and cyclic loading has been correlated with the state parameter (Pillai and Muhunthan, 2001; Boulanger, 2003; Idriss and Boulanger, 2004).”
• Interpretation of cone penetration tests — a unified approach (2009, background): “In recent years there have been several publications regarding the appropriate stress normalization (Olsen and Malone 1988; Boulanger and Idriss 2004; Moss et al. 2006; Cetin and Isik 2007). The contours of the stress exponent suggested by Cetin and Isik (2007) are very similar to those by Zhang et ”