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Nurly Gofar on Muck Rack

Nurly Gofar

As seen in: MDPI, Taylor & Francis Online
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Articles

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

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By Nura Bello, Alfrendo Satyanaga, Nurly Gofar
| Taylor & Francis Online
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 investigate the influence of hysteresis on the stability of dual-porosity soil slopes.
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Influence of Suction on Capacity of Pile Foundation

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By Alfrendo Satyanaga, Aizhan Sagu, Nurly Gofar, Sonny Irawan
| MDPI
Abstract : In the common practice of geotechnical design, the state of soil is considered fully saturated, while recent examples show the importance of the consideration of unsaturated conditions as well due to the location of the groundwater table at deeper levels. However, it is problematic to design a foundation and calculate bearing capacity as the internal stress in unsaturated conditions needs to be quantified.
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