Pseudo-dynamic approach of seismic earth pressure behind cantilever retaining wall with inclined backfill surface

Giri, Debabrata

doi:10.12989/gae.2011.3.4.255

Cited by 9 publications

(1 citation statement)

References 3 publications

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“…The Mononobe-Okabe method is used to calculate the active earth pressure (Ghosh 2010(Ghosh , 2012Giri, 2011), considering the inclination of retaining wall, inclination of backfill surface, wall friction and soil friction angle, etc. The active earth pressure on inclined retaining walls can be computed by uses of horizontal slices method and limit equilibrium principles (Ghanbari A, et al, 2010).…”

Section: Assessment Of Slope Stabilitymentioning

confidence: 99%

Design and Application of Inclined Retaining Wall in Sichuan to East Gas Pipeline Project

et al. 2012

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Some vertical retaining walls tend to bulge and even be destructed with the increase of active earth pressure, especially under the action of heavy rain. This paper designs a new, mountain-suitable inclined retaining wall that is applied in the geological disasters investigation\prevention planning of the Sichuan to East Gas Pipeline Engineering. The designed walled is used to effectively reduce active earth pressure behind the wall, and to guarantee the safe operation of the pipeline. According to the depth of the pipeline, we calculate the wall's stability and the wall designed force and discuss the height of the wall, taking the highly weathered slope along gas pipeline for example. This paper provides a practical technical support for the construction and safe operation of the Sichuan to East Gas Pipeline Project.

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Section: Assessment Of Slope Stabilitymentioning

confidence: 99%