Undrained Bearing Capacity of Two-Strip Footings on Spatially Random Soil

By D. V. Griffiths, Gordon A. Fenton, N. Manoharan. 2006

102 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Safety, Risk, Reliability and Quality

View Paper: https://www.semanticscholar.org/paper/7522f1c51ffc5270a734d6784b6bbb8f04ba4c46

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In Civil and Structural Engineering

1. Jianye Ching
2. Ashraf Ahmed
3. A. Soubra
4. S. Jha
5. Kok-Kwang Phoon
6. James L. Beck

In Safety, Risk, Reliability and Quality

1. Jianye Ching
2. Ashraf Ahmed
3. A. Soubra
4. S. Jha
5. Kok-Kwang Phoon
6. Marcos A. Valdebenito
7. Gerhart I. Schuëller

Citations in the corpus

• Probabilistic analysis of strip footings resting on a spatially random soil using subset simulation approach (2012, background): “…the soil spatial variability have modelled the uncertain parameters by isotropic random fields (e.g. Fenton and Griffiths 2003, Popescu et al. 2005, Griffiths et al. 2006, and Babu et al. 2006 for the ultimate limit state (ULS) analysis and Fenton and Griffiths 2002, 2005, Fenton et al. 2003 for…”
• Simulating Spatial Averages of Stationary Random Field Using the Fourier Series Method (2013, background): “Such analyses are fairly common, such as bearing-capacity problems (Fenton and Griffiths 2002, 2003; Griffiths et al. 2006; Griffiths and Fenton 2009), slopestability problems (Griffiths and Fenton 2004; Griffiths et al.”