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Reinforcement of Piles in Landslides at KM. 619+900

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Analysis demonstrates improved slope stability with sheet piles in landslide-prone areas, suggesting effective reinforcement methods.

The research presents a safety factor increase from 1.104 to 1.502 with sheet pile reinforcement.
Under earthquake load, the existing slope condition yields a safety factor of 1.044, highlighting the need for additional support.
Analyzing slope stability integrates both secondary and primary data, employing advanced applications like Plaxis for assessments.
Findings recommend the use of sheet piles and anchors as viable solutions for landslide issues in civil engineering.

Ardika et al. (2025) studied this question.

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