Discussions and Closures
Sep 12, 2019

Discussion of “Bearing Capacity of Strip Footings on Anisotropic Soils by the Finite Elements and Linear Programming” by Mehdi Veiskarami, Reza Jamshidi Chenari, and Amir Arsalan Jameei

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Publication: International Journal of Geomechanics
Volume 19, Issue 11
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References

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Gao, Z., J. Zhao, and Y. A. Yao. 2010. “A generalized anisotropic failure criterion for geomaterials.” Int. J. Solids Struct. 47 (22–23): 3166–3185. https://doi.org/10.1016/j.ijsolstr.2010.07.016.
Ladd, C. C. 1991. “Stability evaluation during staged construction.” J. Geotech. Eng. 117 (4): 540–615. https://doi.org/10.1061/(ASCE)0733-9410(1991)117:4(540).
Ochiai, H., and P. V. Lade. 1983. “Three-dimensional behavior of sand with anisotropic fabric.” J. Geotech. Eng. 109 (10): 1313–1328. https://doi.org/10.1061/(ASCE)0733-9410(1983)109:10(1313).
Seah, T. H. 1990. “Anisotropy of normally consolidated Boston blue clay.” Sc.D. thesis. Massachusetts Institute of Technology. https://dspace.mit.edu/handle/1721.1/14048.
Siddiquee, M. S. A., F. Tatsuoka, T. Tanaka, K. Tani, K. Yoshida, and T. Morimoto. 2001. “Model tests and FEM simulation of some factors affecting the bearing capacity of a footing on sand.” Soils Found. 41 (2): 53–76. https://doi.org/10.3208/sandf.41.2_53.
Sloan, S. W. 1988. “Lower bound limit analysis using finite elements and linear programming.” Int. J. Numer. Anal. Methods Geomech. 12 (1): 61–77. https://doi.org/10.1002/nag.1610120105.
Ukritchon, B., and S. Keawsawasvong. 2018. “Lower bound limit analysis of an anisotropic undrained strength criterion using second-order cone programming.” Int. J. Numer. Anal. Methods Geomech. 42 (8): 1016–1033. https://doi.org/10.1002/nag.2781.
Ukritchon, B., A. J. Whittle, and S. W. Sloan. 1998. “Undrained limit analyses for combined loading of strip footings on clay.” J. Geotech. Geoenviron. Eng. 124 (3): 265–276. https://doi.org/10.1061/(ASCE)1090-0241(1998)124:3(265).
Ukritchon, B., A. J. Whittle, and S. W. Sloan. 2003. “Undrained stability of braced excavations in clay.” J. Geotech. Geoenviron. Eng. 129 (8): 738–755. https://doi.org/10.1061/(ASCE)1090-0241(2003)129:8(738).

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 19Issue 11November 2019

History

Received: Mar 8, 2018
Accepted: Nov 28, 2018
Published online: Sep 12, 2019
Published in print: Nov 1, 2019
Discussion open until: Feb 12, 2020

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Associate Professor, Geotechnical Research Unit, Dept. of Civil Engineering, Faculty of Engineering, Chulalongkorn Univ., Bangkok 10330, Thailand (corresponding author). ORCID: https://orcid.org/0000-0003-0275-6066. Email: [email protected]
Suraparb Keawsawasvong, Ph.D. [email protected]
Lecturer, Dept. of Civil Engineering, Thammasat School of Engineering, Thammasat Univ., Pathumthani 12120, Thailand. Email: [email protected]; formerly Geotechnical Research Unit, Dept. of Civil Engineering, Faculty of Engineering, Chulalongkorn Univ., Bangkok 10330, Thailand.

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