Seismic Bearing Capacity of Strip Foundations on Fiber-Reinforced Granular Soil
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/s10706-020-01543-8.pdf
Reference30 articles.
1. Alzabeebee S (2020) Seismic settlement of a strip foundation resting on a dry sand. Nat Hazards. https://doi.org/10.1007/s11069-020-04090-w
2. Bolton MD, Lau CK (1993) Vertical bearing capacity factors for circular and strip footings on Mohr–Coulomb soil. Can Geotech J 30:1024–1033. https://doi.org/10.1139/t93-099
3. Booker JR, Davis EH (1972) A general treatment of plastic anisotropy under conditions of plane strain. J Mech Phys Solids 20:239–250. https://doi.org/10.1016/0022-5096(72)90003-8
4. Budhu M, Al-Karni A (1993) Seismic bearing capacity of soils. Géotechnique 43:181–187. https://doi.org/10.1680/geot.1993.43.1.181
5. Chaloulos YK, Giannakou A, Drosos V et al (2020) Liquefaction-induced settlements of residential buildings subjected to induced earthquakes. Soil Dyn Earthq Eng 129:105880. https://doi.org/10.1016/j.soildyn.2019.105880
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