A Simplified Method for Relating Rainfall to Movements of Slopes Reinforced by Piles

Author:

Troncone AntonelloORCID,Pugliese LuigiORCID,Parise AndreaORCID,Conte EnricoORCID

Publisher

Springer Nature Switzerland

Reference16 articles.

1. Leroueil, S., Vaunat, J., Picarelli, L., Locat, J., Faure, R., Lee, H.: A geotechnical char-acterization of slope movements. In: Proceedings 7th International Symposium on Landslides, Trondheim, vol. 1, pp. 53–74 (1996)

2. Cotecchia, F., Lollino, P., Petti, R.: Efficacy of drainage trenches to stabilise deep slow landslides. Géotech. Lett. 6, 1–6 (2016)

3. Conte, E., Troncone, A.: A performance-based method for the design of drainage trenches used to stabilize slopes. Eng. Geol. 239, 158–166 (2018)

4. Ito, T., Matsui, T., Hong, W.P.: Extended design method for multi-row stabilizing piles against landslide. Soils Found. 22(1), 231–238 (1982)

5. Duncan, J.M., Wright, S.G., Brandon, T.L.: Soil Strength and Slope Stability, 2nd edn. Wiley, Hoboken (2014)

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