Multi-Hazard Analysis of Drilled Shaft in Liquefiable Sand Using Finite Element Method
Author:
Affiliation:
1. Glenn Dept. of Civil Engineering, Clemson Univ., Clemson, SC.
Publisher
American Society of Civil Engineers
Link
http://ascelibrary.org/doi/pdf/10.1061/9780784483404.048
Reference14 articles.
1. Liquefaction of Unsaturated Sand Considering the Pore Air Pressure and Volume Compressibility of the Soil Particle Skeleton;Kazama M.;Soils and Foundations,2008
2. Zhang B. Muraleetharan K. K. and Liu C. (2016). Liquefaction of Unsaturated Sands. International Journal of Geomechanics Page: D4015002 1-2. DOI: https://doi.org/10.1061/(ASCE)GM.1943-5622.0000605.
3. Meneses, J., and Kleinfelder. (2010). The El Mayor Cucapah, Baja California Earthquake April 4, 2010. Earthquake Engineering Research Institute.
4. Experimental Study on the Effects of Initial Conditions on Liquefaction of Saturated and Unsaturated Sand;Chunyang L.;International Journal of Geomechanics,2015
5. Turner B. Brandenberg S. J. and Stewart J. P. (2015). Analysis of Drilled Shaft Settlement Caused by Liquefaction. IFCEE (pp. 1176-1188). DOI: https://doi.org/10.1061/9780784479087.105.
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