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Open access Aug 2026

Laboratory Model for Vacuum-Induced Settlement and Suction Variation in Soft Clay

The vacuum preloading method is widely used for improving the stability of soft clay when used as a foundation. The method offers many advantages, including increased consolidation rate and bearing capacity. This study was carried out in a laboratory model to investigate the effect of vacuum pressure on water content a...

N. Puspita, Ria Asih Aryani Soemitro, N. Gofar et al. · 0 citations
Jul 2026

Influence of hysteresis of bimodal soil-water characteristic curve on the stability of dual-porosity soil slope

ABSTRACT Slope failures often occur during soil wetting, yet most analyses rely solely on drying soil-water characteristic curve (SWCC), leading to results that do not reflect field conditions. This study develops a mathematical model to estimate bimodal permeability functions under both soil drying and wetting, and to...

N. Bello, A. Satyanaga, N. Gofar et al. · 0 citations
Open access Aug 2026

Rainfall-induced stability of unsaturated tropical slopes in Pagar Alam, South Sumatra, Indonesia: Effects of slope gradient and soil layering

Rainfall-induced slope failure is a recurring geohazard in tropical regions, where intense and prolonged precipitation promotes infiltration, reduces matric suction, and increases pore-water pressure within near-surface soils. This study investigates the effects of slope gradient and soil layering on the stability of u...

Madelestin Melhan, Eriko Dewangga, A. Satyanaga et al. · 0 citations

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