2010
DOI: 10.12989/gae.2010.2.2.071
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Reliability analyses of a prototype soil nail wall using regression models

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Cited by 8 publications
(1 citation statement)
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“…Typical clayey sand was assumed as the soil-nailed slope and modelled as Mohr-Coulomb material, while nails and related structural elements are simulated as elastic materials [19,23,24]. This is due to the high ultimate bonding strength between steel and cement grout [12,15] also, the possibility of yielding is fairly low [27].…”
Section: For Nail-headmentioning
confidence: 99%
“…Typical clayey sand was assumed as the soil-nailed slope and modelled as Mohr-Coulomb material, while nails and related structural elements are simulated as elastic materials [19,23,24]. This is due to the high ultimate bonding strength between steel and cement grout [12,15] also, the possibility of yielding is fairly low [27].…”
Section: For Nail-headmentioning
confidence: 99%