Kim, J., Salgado, R., Yu, H. S. (1999) Limit Analysis of Soil Slopes Subjected to Pore-Water Pressures. Journal of Geotechnical and Geoenvironmental Engineering, 125 (1). 49-58 doi:10.1061/(asce)1090-0241(1999)125:1(49)

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Reference Type	Journal (article/letter/editorial)
Title	Limit Analysis of Soil Slopes Subjected to Pore-Water Pressures
Journal	Journal of Geotechnical and Geoenvironmental Engineering
Authors	Kim, J.		Author
	Salgado, R.		Author
	Yu, H. S.		Author
Year	1999 (January)	Volume	125
Issue	1
Publisher	American Society of Civil Engineers (ASCE)
DOI	doi:10.1061/(asce)1090-0241(1999)125:1(49)Search in ResearchGate
	Generate Citation Formats
Mindat Ref. ID	9702888	Long-form Identifier	mindat:1:5:9702888:8
GUID	0
Full Reference	Kim, J., Salgado, R., Yu, H. S. (1999) Limit Analysis of Soil Slopes Subjected to Pore-Water Pressures. Journal of Geotechnical and Geoenvironmental Engineering, 125 (1). 49-58 doi:10.1061/(asce)1090-0241(1999)125:1(49)
Plain Text	Kim, J., Salgado, R., Yu, H. S. (1999) Limit Analysis of Soil Slopes Subjected to Pore-Water Pressures. Journal of Geotechnical and Geoenvironmental Engineering, 125 (1). 49-58 doi:10.1061/(asce)1090-0241(1999)125:1(49)
In	(1999, January) Journal of Geotechnical and Geoenvironmental Engineering Vol. 125 (1) American Society of Civil Engineers (ASCE)

	Leshchinsky, Dov, Yu, H. S., Salgado, R., Sloan, S. W., Kim, J. M. (1999) Limit Analysis versus Limit Equilibrium for Slope Stability. Journal of Geotechnical and Geoenvironmental Engineering, 125 (10). 914-918 doi:10.1061/(asce)1090-0241(1999)125:10(914)
	*Lee, J. H., Salgado, R. (1999) Determination of Pile Base Resistance in Sands. Journal of Geotechnical and Geoenvironmental Engineering, 125 (8). 673-683 doi:10.1061/(asce)1090-0241(1999)125:8(673)*
	Michalowski, Radoslaw L. (1999) Closure to “Stability of Uniformly Reinforced Slopes” by Radoslaw L. Michalowski. Journal of Geotechnical and Geoenvironmental Engineering, 125 (1). 84-86 doi:10.1061/(asce)1090-0241(1999)125:1(84)
	Lemonnier, Patrick (1999) Discussion of “Stability of Uniformly Reinforced Slopes” by Patrick Lemonnier. Journal of Geotechnical and Geoenvironmental Engineering, 125 (1). 83-84 doi:10.1061/(asce)1090-0241(1999)125:1(83.2)
	Day, Robert W. (1999) Modified Newmark Model for Seismic Displacements of Compliant Slopes. Journal of Geotechnical and Geoenvironmental Engineering, 125 (1). 86-90 doi:10.1061/(asce)1090-0241(1999)125:1(86)
	*(1999) Erratum. Journal of Geotechnical and Geoenvironmental Engineering, 125 (4). 345 doi:10.1061/(asce)1090-0241(1999)125:4(345)*
	*(1999) Erratum. Journal of Geotechnical and Geoenvironmental Engineering, 125 (6). 542 doi:10.1061/(asce)1090-0241(1999)125:6(542)*
	*(1999) Errata. Journal of Geotechnical and Geoenvironmental Engineering, 125 (7). 631 doi:10.1061/(asce)1090-0241(1999)125:7(631)*
	Day, Robert W. (1999) Discussion of “Stability of Uniformly Reinforced Slopes” by Robert W. Day. Journal of Geotechnical and Geoenvironmental Engineering, 125 (1). 82-83 doi:10.1061/(asce)1090-0241(1999)125:1(82)
	Yu, H. S., Salgado, R., Sloan, S. W., Kim, J. M. (1998) Limit Analysis versus Limit Equilibrium for Slope Stability. Journal of Geotechnical and Geoenvironmental Engineering, 124 (1). 1-11 doi:10.1061/(asce)1090-0241(1998)124:1(1)
	de Buhan, P., Salençon, J. (1999) Discussion of “Stability of Uniformly Reinforced Slopes” by P. de Buhan and J. Salençon. Journal of Geotechnical and Geoenvironmental Engineering, 125 (1). 83 doi:10.1061/(asce)1090-0241(1999)125:1(83)

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Kim, J., Salgado, R., Yu, H. S. (1999) Limit Analysis of Soil Slopes Subjected to Pore-Water Pressures. Journal of Geotechnical and Geoenvironmental Engineering, 125 (1). 49-58 doi:10.1061/(asce)1090-0241(1999)125:1(49)

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