Soil mechanics and the stability of a fortification wall

1773 War and siege theory

Charles Coulomb, at the time a military engineer in the French colony of Martinique, presented in 1773 to the Paris Academy of Sciences the memoir Sur une application des règles de maximis et minimis à quelques problèmes de statique, relatifs à l'architecture. The work applied the calculus of variations to three engineering problems: the stability of a masonry column, the thrust of an arch, and the collapse of a fortress wall under the pressure of the soil behind it. The last problem was directly tied to the practice of fortification: at what wall thickness a ditch could be dug without the wall itself collapsing.

The memoir turned out to be a turning point for the nineteenth century. It laid the foundations of soil mechanics and the theory of structures; Coulomb himself will later apply the same devices to electrostatics and magnetism. The fortress ceased to be a genre of practice and became an object of calculation: what had been solved by trial and error was now derived from formulas.

Why this date

exact: paper presented at the Paris Academy in 1773; printed 1776 in the Academy's Mémoires for the year 1773.

Node sources

"Verified" means that on that day the quotation was found at the address given, word for word. No date means we have not been able to open the source yet, not that the quotation is wrong.

Open this node on the map · Wikidata: Q83233