Geotechnical probabilistic analysis by collocation-based stochastic response surface method: An Excel add-in implementation

60 citations recorded by the source corpus.

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

Bearing capacity of strip footings on spatially random soils using sparse polynomial chaos expansion (2011, methodology): “These multivariate polynomials can be obtained from the product of the one-dimensional Hermite polynomials [Huang et al. (2009)] as follows:”
Response surface methods for slope reliability analysis: Review and comparison (2016, background): “Under the Hermite polynomial chaos expansion, the FS for a given slip surface is calculated by (e.g. Huang et al., 2009; Li et al., 2011; Al-Bittar and Soubra, 2013; Jiang et al., 2014, 2015): FSH ξð Þ ¼ a0Γ0 þXn i1¼1 ai1Γ1 ξi1 þ Xn i1¼1 Xi1 i2¼1 ai1 i2Γ2 ξi1 ; ξi2 þ Xn i1¼1 Xi1 i2¼1 Xi2 i3¼1 ai1…”
Stochastic response surface method for reliability analysis of rock slopes involving correlated non-normal variables (2011, methodology): “Recently, SRSM has been applied to reliability analysis for geotechnical engineering [25,29,13].”