Solution for Active and Passive Earth Pressure on Rigid Retaining Walls with Narrow Backfill

Solution for Active and Passive Earth Pressure on Rigid Retaining Walls with Narrow Backfill

For a retaining wall adjacent to rock or rigid structures, existing model test results indicate that the slip soil in the limit state can be approximated as a trapezoidal slip wedge. Based on the static equilibrium condition of the slip wedge, a calculation method for active and passive earth pressu...

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Hlavní autoři: Xu Wang, Faning Dang, Xiaoshan Cao, Le Zhang, Jun Gao, Haibin Xue
Médium: Článek
Jazyk:English
Vydáno: MDPI AG 2025-02-01
Edice:Applied Sciences
Témata:
retaining wall
earth pressure
finite soil
critical width
trapezoidal slip wedge
On-line přístup:https://www.mdpi.com/2076-3417/15/4/1750

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https://www.mdpi.com/2076-3417/15/4/1750

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