Limit Analysis of Soil Slopes Subjected to Pore-Water Pressures
โ Scribed by Kim, J.; Salgado, R.; Yu, H. S.
- Book ID
- 120348599
- Publisher
- American Society of Civil Engineers
- Year
- 1999
- Tongue
- English
- Weight
- 252 KB
- Volume
- 125
- Category
- Article
- ISSN
- 1090-0241
No coin nor oath required. For personal study only.
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## Abstract It is critical to understand and quantify the temporal and spatial variability in hillslope hydrological data in order to advance hillslope hydrological studies, evaluate distributed parameter hydrological models, analyse variability in hydrological response of slopes and design efficie
Upper limit of heaving pressure derived by pore-water pressure measurements of partially frozen soil. Eng. Geol., Experiments were conducted to estimate heaving pressures of saturated soil partially frozen in a closed system. Temperatures at both ends of a specimen were kept constant, i.e., positive