- Research Article
- 10.1088/1755-1315/1541/1/012010
Characterizing the Soil Strength Parameters of Rain-induced Shallow Landslides: A Case Study for Mount Diwata, Davao de Oro, Philippines
- Sep 01, 2025
- IOP Conference Series: Earth and Environmental Science
- Kristine Mae R Carnicer + 1 more +1
Abstract This study aims to understand the mechanism behind the frequent rain-induced landslides in Mount Diwata through detailed soil characterization. The shear strength parameters of soils from different landslide sites were investigated to find any correlation to the moisture content and their physical and index properties. The results of the study showed the significant influence of the grain size and soil type on the shear strength behavior. For all soil samples, an increase in the water content resulted in a decrease in shear strength and friction angles. This suggests that water saturation is the primary trigger of these slope failures since they occurred after days of heavy rain. However, while the apparent cohesion of coarse-grained soil increases with increasing water content, the cohesion of fine-grained soil initially increases when the water content increases but decreases when a specific moisture content is attained. These findings show that the soil's shear strength is primarily attributed to cohesion for fines and friction angle for the coarser particles. Since the results of the current study are localized, they can provide valuable insights to identify the most appropriate engineering interventions and remediation for this recurring problem in Mount Diwata.
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