@article {Antao2008,
	title = {Influence of tension cut-off on the stability of anchored concrete soldier-pile walls in clay},
	journal = {Canadian Geotechnical Journal},
	volume = {45},
	number = {7},
	year = {2008},
	note = {<p>n/a</p>
},
	pages = {1036-1044},
	abstract = {<p>A previous paper studied the stability of soldier-pile walls in clay under vertical loading using upper bound analyses. A classical Tresca yield criterion was assumed in that analysis. This paper extends that study by considering a tension truncated Tresca yield criterion in an upper bound numerical analysis of the problem. It shows that assuming zero tension soil strength has a significant influence on the values of the minimum soldier-pile resistance required to ensure stability.</p>
},
	doi = {10.1139/T08-039},
	url = {http://www.nrcresearchpress.com/doi/abs/10.1139/T08-039},
	author = {Ant{\~a}o, Armando N. and Guerra, Nuno M. da Costa and Matos Fernandes, Manuel and Cardoso, Ant{\'o}nio}
}
