2008
DOI: 10.1016/j.compgeo.2007.09.002
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Numerical study on the optimum layout of soil–nailed slopes

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Cited by 111 publications
(57 citation statements)
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“…However an elastic equivalent plate element can be used as nails for slope reinforcement. As observed from the literature review [40][41][42] the bending stiffness and the axial stiffness play an important role in the simulation of the nails. If the nails are modelled using a plate element of circular cross section, then an equivalent flexural rigidity and equivalent axial stiffness has to be calculated for correct simulation of the soil nails.…”
Section: Numerical Modelling and Analysis Using Plaxis 2dmentioning
confidence: 67%
“…However an elastic equivalent plate element can be used as nails for slope reinforcement. As observed from the literature review [40][41][42] the bending stiffness and the axial stiffness play an important role in the simulation of the nails. If the nails are modelled using a plate element of circular cross section, then an equivalent flexural rigidity and equivalent axial stiffness has to be calculated for correct simulation of the soil nails.…”
Section: Numerical Modelling and Analysis Using Plaxis 2dmentioning
confidence: 67%
“…In practice, bending stiffness of the soil nails is often considered in the numerical simulations of the soil nail walls (e.g. Fan and Luo 2008). On the other hand, few researchers prefer to ignore the contribution of bending and shear capacity of soil nails in the analysis (e.g.…”
Section: Role Of Bending Stiffness Of Soil Nailsmentioning
confidence: 99%
“…Mohr-Coulomb model, being the first order soil model, is most commonly used for numerical simulations in the soil nailing applications (e.g. Kim et al 1997;Smith and Su 1997;Zhang et al 1999;Sivakumar Babu et al 2002;Fan and Luo 2008). Few researchers have used advanced soil models such as Duncan-Chang hyperbolic model (e.g.…”
Section: Introductionmentioning
confidence: 99%
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“…It has also been proved in the literature [1], that the performance of nailed soil slopes is quite excellent than the gravity retaining structures under earthquake conditions. The literature survey on the nailed soil structures reveals that lots of work has been done on the design and construction methodologies, laboratory modeling and numerical modeling of nailed slopes and excavations under static load condition [3,4,5,6,7,8,9,10]. Hong et al [1] investigated the performance of nailed soil slopes under dynamic condition in the laboratory.…”
Section: Introductionmentioning
confidence: 99%