Shear Strength of Two Gulf of Mexico Mudrocks and a Comparison with Other Sediments

References

1. Belviso, R., Federico, A. and Popescu, M.
   [2001] KO-Undrained Shear Strength Ratio of Normally Consolidated Clays from CIUC Tests. Soft Soil Engineering. Zwets & Zeitlinger, 575–579.
   [Google Scholar]
2. Burland, J.B.
   [1990] On the Compressibility and Shear Strength of Natural Soils. Géotechnique, 40(3), 329–378.
   [Google Scholar]
3. Casey, B. and Germaine, J.T.
   [2013] The Stress Dependence of Shear Strength in Fine-Grained Soils and Correlations with Liquid Limit. Journal of Geotechnical and Geoenvironmental Engineering, 139(10), 1709–1717. doi: 10.1061/(ASCE)GT.1943‑5606.0000896.
   https://doi.org/10.1061/(ASCE)GT.1943-5606.0000896 [Google Scholar]
4. Casey, B., Germaine, J.T., Flemings, P.B., Reece, J.S., Gao, B. and Betts, W.
   [2013] Liquid Limit as a Predictor of Mudrock Permeability. Journal of Marine and Petroleum Geology, 44, 256–263, http://dx.doi.org/10.1016/j.marpetgeo.2013.04.008.
   [Google Scholar]
5. Gutierrez, M., Nygard, R., Hoeg, K. and Berre, T.
   [2008] Normalized Undrained Shear Strength of Clay Shales. Engineering Geology, 99, 31–39.
   [Google Scholar]
6. Ladd, C.C. and Varallyay, J.
   [1965] The Influence of Stress System on the Behavior of Saturated Clays during Undrained Shear. Research Report R65-11, Soils Publication No. 177, Department of Civil Engineering, Massachusetts Institute of Technology.
   [Google Scholar]
7. Petley, D.N.
   [1999] Failure Envelopes of Mudrocks at High Confining Pressures. Geological Society of London, Special Publications, 158, 61–71.
   [Google Scholar]
8. Seed, H.B., Woodward, R.J. and Lundgren, R.
   [1964] Fundamental Aspects of the Atterberg Limits. Journal of the Soil Mechanics and Foundations Division, ASCE, 90(SM6), 75–105.
   [Google Scholar]