2020
DOI: 10.1016/j.geotexmem.2020.03.003
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Effect of soil-reinforcement interaction coefficient on reinforcement tension distribution of reinforced slopes

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Cited by 10 publications
(13 citation statements)
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“…In the formulation proposed by Djeffal and Belkacemi (2020), the phase 1 enables to select the reinforcement tensile force in slope surface, and in the second phase, there will be a redistribution of the reinforcement force by considering the pullout resistance. The implicit steps in the top-down procedure are shown in Fig 1 . In the present paper, we use safety factor FS>1 in all stages (internal and external stability).…”
Section: Formulationmentioning
confidence: 99%
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“…In the formulation proposed by Djeffal and Belkacemi (2020), the phase 1 enables to select the reinforcement tensile force in slope surface, and in the second phase, there will be a redistribution of the reinforcement force by considering the pullout resistance. The implicit steps in the top-down procedure are shown in Fig 1 . In the present paper, we use safety factor FS>1 in all stages (internal and external stability).…”
Section: Formulationmentioning
confidence: 99%
“…In the present formulation, mobilized reinforcement tensile resistance is considered as the additional resistance needed to maintain upper layers in equilibrium as a single block. Step by step, starting from the top layer to the bottom, the reinforcement tensile resistances are then determined by considering the mobilized tensile resistance in upper reinforcements as known independently of forces in the lower layers (Djeffal and Belkacemi, 2020).…”
Section: Formulationmentioning
confidence: 99%
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