135
Views
0
CrossRef citations to date
0
Altmetric
Note

The uniqueness of the flow liquefaction line in the submarine bi-directional simple shear condition

, , , &
Pages 576-587 | Received 04 Feb 2022, Accepted 21 Apr 2022, Published online: 12 May 2022

References

  • Al-Rkaby, A. H. J., A. Chegenizadeh, and H. R. Nikraz. 2017. Anisotropic Strength of Large Scale Geogrid-Reinforced Sand: Experimental Study. Soils and Foundations 57 (4): 557–574. doi:10.1016/j.sandf.2017.03.008.
  • Alsaydalani, M. O. A., and C. R. I. Clayton. 2014. Internal Fluidization in Granular Soils. Journal of Geotechnical and Geoenvironmental Engineering 140 (3): 04013024. doi:10.1061/(ASCE)GT.1943-5606.0001039.
  • Bjerrum, L., and A. Landva. 1966. Direct Simple-Shear Tests on a Norwegian Quick Clay. Géotechnique 16 (1): 1–20. doi:10.1680/geot.1966.16.1.1.
  • Chu, J., and W. K. Leong. 2002. Effect of Fines on Instability Behaviour of Loose Sand. Géotechnique 52 (10): 751–755. doi:10.1680/geot.2002.52.10.751.
  • DeGroot, D. J., C. C. Ladd, and J. T. Germaine. 1996. Undrained Multidirectional Direct Simple Shear Behavior of Cohesive Soil. Journal of Geotechnical Engineering 122 (2): 91–98. doi:10.1061/(ASCE)0733-9410(1996)122:2(91).
  • Dubujet, P., and T. Doanh. 1997. Undrained Instability of Very Loose Hostun Sand in Triaxial Compression and Extension. Part 2: theoretical Analysis Using an Elastoplasticity Model. Mechanics of Cohesive-Frictional Materials 2 (1): 71–92. doi:10.1002/(SICI)1099-1484(199701)2:1 < 71::AID-CFM25 > 3.0.CO;2-9.
  • Dyvik, R., T. Berre, S. Lacasse, and B. Raadim. 1987. Comparison of Truly Undrained and Constant Volume Direct Simple Shear Tests. Géotechnique 37 (1): 3–10. doi:10.1680/geot.1987.37.1.3.
  • Finn, W. D. L., and Y. P. Vaid. 1977. Liquefaction Potential from Drained Constant Volume Cyclic Simple Shear Tests. In Proceedings of the Sixth World Conference on Earthquake Engineering. New Delhi, vol. 3; p. 2157–62.
  • Fourie, A. B., and L. Tshabalala. 2005. Initiation of Static Liquefaction and the Role of K0 Consolidation. Canadian Geotechnical Journal 42 (3): 892–906. doi:10.1139/t05-026.
  • Ishihara, K. 1993. Liquefaction and Flow Failure during Earthquakes. Géotechnique 43 (3): 351–451. doi:10.1680/geot.1993.43.3.351.
  • Kammerer, A. 2002. Undrained Response of Monterey 0/30 Sand under Multidirectional Cyclic Simple Shear Loading Conditions. PhD thesis., University of California.
  • Li, Y., Y. Wu, and Z. Wang. 2021. Stress State and Noncoaxiality of Leighton Buzzard Sand in NGI-Type bi-Directional Simple Shear Tests. Marine Georesources & Geotechnology 39 (10): 1255–1260. doi:10.1080/1064119X.2020.1811814.
  • Li, Y., Y. Yang, H.-S. Yu, and G. Roberts. 2017. Monotonic Direct Simple Shear Tests on Sand under Multidirectional Loading. International Journal of Geomechanics 17 (1): 04016038. doi:10.1061/(ASCE)GM.1943-5622.0000673.
  • Liu, T., E. R. Ushev, and R. J. Jardine. 2020. Anisotropic Stiffness and Shear Strength Characteristics of a Stiff Glacial Till. Journal of Geotechnical and Geoenvironmental Engineering 146 (12): 04020137. doi:10.1061/(ASCE)GT.1943-5606.0002387.
  • Monkul, M. M., C. Gültekin, M. Gülver, Ö. Akin, and E. Eseller-Bayat. 2015. Estimation of Liquefaction Potential from Dry and Saturated Sandy Soils under Drained Constant Volume Cyclic Simple Shear Loading. Soil Dynamics and Earthquake Engineering 75: 27–36. doi:10.1016/j.soildyn.2015.03.019.
  • Nishimura, S., N. A. Minh, and R. J. Jardine. 2011. Shear Strength Anisotropy of Natural London Clay. Stiff Sedimentary Clays: Genesis and Engineering Behaviour - Geotechnique Symposium in Print 2007, 1, 97–110. doi:10.1680/ssc.41080.0009.
  • Rasouli, M. R., M. Moradi, and A. Ghalandarzadeh. 2021. Effects of Initial Static Shear Stress Orientation on Cyclic Behavior of Calcareous Sand. Marine Georesources & Geotechnology 39 (5): 554–568. doi:10.1080/1064119X.2020.1726535.
  • Rutherford, C. J. 2012. Development of a Multidirectional Direct Simple Shear Testing Device for Characterization of the Cyclic Shear Response of Marine Clays. PhD thesis., Texas A&MUniv., College Station, TX.
  • Yang, J., L. B. Liang, and Y. Chen. 2021. Instability and Liquefaction Flow Slide of Granular Soils: The Role of Initial Shear Stress. Acta Geotechnica. doi:10.1007/s11440-021-01200-1.
  • Yang, M., M. Taiebat, and Y. Vaid. 2016. Bidirectional Monotonic and Cyclic Shear Testing of Soils: state of Knowledge. 69th Canadian Geotechnical Conference, 1995(October).
  • Zhou, X. Z., Y. M. Chen, W. W. Li, and H. L. Liu. 2019. Monotonic and Cyclic Behaviors of Loose Anisotropically Consolidated Calcareous Sand in Torsional Shear Tests. Marine Georesources & Geotechnology 37 (4): 438–451. doi:10.1080/1064119X.2018.1449274.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.