Foundation analysis and design
Citations
2 citations
2 citations
2 citations
2 citations
2 citations
Cites background or methods from "Foundation analysis and design"
...Previous studies suggested that the constrain modulus (M) is 1/mv and can be practically assumed as the elastic modulus (Es) (Bowles, 1996; Salgado, 2008)....
[...]
...These methods range from purely empirical methods developed originally for conservative footing design to nonlinear finite element methods (Bowles, 1996, Das 1999)....
[...]
...Essays particularly the differential settlements must be kept within reasonable limits (Cernica, 1995; Bowles, 1996; Coduto, 2000; Das, 2004)....
[...]
...…Fcd, Fqd, Fγd are depth factors; Fcc, Fqc, Fγc are compressibility factors; q (γ Df) is surcharge load; c' is the cohesion of foundation soil; γ is the unit volume weight of the soil beneath the foundation (Vesic, 1973; Bowles, 1996; Cernica, 1995; Das, 1999 and 2004; Coduto, 2000; Salgado, 2008)....
[...]
...In this study, all soil samples investigated are sandy soils and previous studies showed that elastic settlement due to increment of vertical stress from constructions are expected (Bowles, 1996; Coduto, 2000)....
[...]