Abstract
The objective of this work was to determine a design for a riparian protection infrastructure using gabions in the Peruvian jungle. The methodology used was of an applied, quantitative type, the sample is the area between kilometers 1,060 and 1,660 of the Chaupimayo creek, Madre de Dios, Peru. The conclusionswere that the soil on the surface is clayey sand (SC) and the depth is silty gravel (GM), the micro-basin has an area of 0,365 km2, and a perimeter of 3,03 km. Likewise, it was obtained that the design base will be made up of two types of A gabion of 1,00 m x 1,00 m, and the second level will be made up of a type B gabion of 1,50 m x 1.00 m. In the highest part by a type A gabion, the structure will have a type C mattress of 1,00 m x 0,50 m.
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