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- W3217407204 abstract "• The chosen test configurations have insignificant boundary effect and would not alter the failure mechanism of foundations. • The load-strain behavior obtained from geogrid tensile test can represent the behavior of reinforcement in foundation soils. • Numerical analysis by introducing the plane strain friction angles is of significance for comparison with existing study." @default.
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- W3217407204 date "2022-02-01" @default.
- W3217407204 modified "2023-09-27" @default.
- W3217407204 title "Reply to discussion by Mirmoradi on “Physical and numerical modelling of strip footing on geogrid reinforced transparent sand”" @default.
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- W3217407204 doi "https://doi.org/10.1016/j.geotexmem.2021.11.002" @default.
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