Comparative Performance of Steel Drainage Pipes Against Flood-Induced Deformation in River Levee
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture
Link
https://link.springer.com/content/pdf/10.1007/s10706-022-02166-x.pdf
Reference17 articles.
1. Bishop A (1960) The measurement of pore pressure in the triaxial test. In: Pore pressure and suction in soils. Butterworth & Company, London, pp 38–46
2. Drucker D, Prager W (1952) Soil mechanics and plastic analysis or limit design. Quart Appl Math 10:157–175
3. Fredlund D, Rahardjo H, Fredlund M (2012) Unsaturated soil mechanics in engineering practice, John Willey & Sons. Inc., Hoboken, New Jersey, USA
4. Hamdhan IN, Schweiger HF (2011) Slope stability analysis of unsaturated soil with fully coupled flow-deformation analysis. In: Mathematical geoscience at the crossroads of theory and practice. Salzburg, Austria. https://doi.org/10.5242/iamg.2011.0063
5. Kosugi K (1999) General model for unsaturated hydraulic conductivity for soils with lognormal pore-size distribution. Soil Sci Soc Am J 63:270–277. https://doi.org/10.2136/sssaj1999.03615995006300020003x
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