Critical slope stability with double row pile reinforcement under 2D and 3D FEM modeling

This study aimed to determine the contribution of double rows pile reinforcement on slope stability to minimize the impact of landslides. The study constructed the sandy soil slope with Rc 88% and slope angle 50° scaled models on the box 1.0x1.0x1.5 m. The aluminum hollow piles were used for reinfor...

Ausführliche Beschreibung

Bibliographische Detailangaben

Hauptverfasser:	Munawir, As’ad, Zaika, Yulvi, Suryo, Eko Andi
Format:	Tagungsbericht
Sprache:	eng
Schlagworte:	Bearing capacity Finite element method Landslides Reinforcement Safety factors Sandy soils Slope stability Two dimensional analysis
Online-Zugang:	Volltext
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