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- W3216395849 abstract "Seismic stability of a two-stage soil slope reinforced by one row of piles is analyzed using the upper bound theorem combined with pseudo-static method considering the pile axial force. For a specified safety factor of the piled slope, explicit expression of the required pile shear resistance is derived, in which the effect of axial force of the piles on the potential slide mass omitted in most of previous studies is reasonably introduced. Analysis results of examples show that the pile shear resistance and potential slip surface by the proposed method are in good agreement with those by numerical simulation. The pile reinforcement effect on the slope is operational under smaller seismic conditions, whereas it is limited and not significant with the increase of the seismic excitations. The pile shear resistance and range of the critical slide mass increase with the horizontal seismic acceleration coefficient. Compared with the existing results omitting the pile axial force, more conservative upper bound solutions of the pile shear resistance are obtained by the proposed method, especially under higher design safety factor and seismic loads. Widening the bench and constructing the pile row near the slope crest are conducive to practicably optimize the reinforcement effect on the two-stage slope under seismic excitations." @default.
- W3216395849 created "2021-12-06" @default.
- W3216395849 creator A5041612753 @default.
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- W3216395849 date "2022-02-01" @default.
- W3216395849 modified "2023-09-23" @default.
- W3216395849 title "Seismic stability analysis of two-stage slopes reinforced with one row of piles" @default.
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- W3216395849 doi "https://doi.org/10.1016/j.soildyn.2021.107079" @default.
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