Uncontrolled population growth and disorderly urban development had witnessed severe human settlement damages worldwide. Extreme natural phenomena consequence of abrupt climate change such as intense rainfall index increment had provoked landslides incidents hardly to ignore since last decades. Piles made of conventional materials such as timber, steel and concrete have traditionally been used for slope stabilization in order to prevent landslides incidents. The present paper studies the use of a non conventional material, the bamboo of the Dendrocalamus Giganteus (DG) species as bamboo-pile for slope stability, to become a more environmental friendly pile material alternative. Its dimensions and more important its mechanical properties, besides its geographical availability and greenhouse gases absorbing capabilities totally matches for an ecologic slope stabilizing pile element. Finite Element Method (FEM) analysis of bamboo-pile was developed on PLAXIS software for 2 and 3 dimensional tests. An unstable slope model condition was reinforced with bamboo-piles to observe the soil-pile interaction and evaluate the safety factor (SF). The results showed that the capabilities of the bamboo-piles are a promising alternative for slope stability.