Undrained Bearing Capacity of Strip Footing on Clayey Soil Subjected to Combined Eccentric and Inclined Loads
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-9722-0_146
Reference29 articles.
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2. Asaoka A, Ohtsuka S (1987) Bearing capacity analysis of a normally consolidated clay foundation. Soils Found 27(3):58–70
3. Asaoka A, Ohtsuka S, Matsuo M (1990) Coupling analyses of limiting equilibrium state for normally consolidated and lightly overconsolidated soils. Soils Found 30(3):109–123
4. Butterfîeld R, Houlsby GT, Gottardi G (1997) Standardized sign conventions and notation for generally loaded foundations. Géotechnique 47(5):1051–1054
5. Iqbal T, Ohtsuka S, Isobe K, Fukumoto Y, Kaneda K (2023) Modified ultimate bearing capacity formula of strip footing on sandy soils considering strength non-linearity depending on stress level. Soils and Foundat 63(3):101325
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