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Design optimization of anchored retaining structures is also shown.","abstract_html":"A description of the theoretical fundamentals of Brinch Hansen’s method of earth pressure calculation is given in this work, and a computer program is presented for analysis of anchored sheet-pile walls with one or no yield hinges in its state of failure. A comparison is made between the results found by this method and those from conventional methods. 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A comparison is made between the results found by this method and those from conventional methods. Design optimization of anchored retaining structures is also shown."]},{"key":"dc:title","label":"Title","values":["Cálculo automático de cortinas ancoradas pelo método de Brinch Hansen"]}]}],"canonical_facts":{"dc:contributor.advisor":["Velloso, Dirceu de Alencar"],"dc:creator":["Vega, Roque Antonio Ballesteros"],"dc:date.accessioned":["2017-07-28T17:35:34Z"],"dc:date.available":["2026-05-16T03:02:08Z"],"dc:date.issued":["1974-06"],"dc:description.abstract":["A description of the theoretical fundamentals of Brinch Hansen’s method of earth pressure calculation is given in this work, and a computer program is presented for analysis of anchored sheet-pile walls with one or no yield hinges in its state of failure. A comparison is made between the results found by this method and those from conventional methods. 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