Collapse settlement of unsaturated soil from effective stress and shear strength interaction of soil

Collapse settlement of unsaturated soil from effective stress and shear strength interaction of soil

Consolidation settlement is the volume change behaviour due to dissipation of excess pore water pressure in saturated conditions. However, in a partially saturated condition, suction plays an important role in governing settlement behaviour. Besides, it also influences the shear strength of the soil...

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Main Authors: Abdullah M.H (Author), Azahar N.M (Author), Hezmi M.A (Author), Jamaludin N. (Author), Kamarudin S.N.N (Author), Mahmud M.Z.H (Author), Md Noor, M.J (Author), Mohamed Jais, I.B (Author), Muhtar M.I.S.M (Author), Satar M.K.I.M (Author), Siat@Sirat Q.A (Author), Yaacob H. (Author), Yunus N.Z.M (Author)
Format: Article
Language:English
Published: Institute of Physics Publishing 2019
Subjects:
Complex settlement behaviour
Consolidation settlement
Dissipation of excess pore water pressure
Geotechnical engineering
Partially saturated soils
Pressure plate extractor
Saturated and unsaturated soils
Shear strength
Soil mechanics
Soil moisture
Soil-water characteristic curve
Tropical engineering
Unsaturated shear strength
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