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Graphical Method to Obtain Dynamic Active Earth Pressure on Rigid Retaining Wall Supporting c-ϕ Backfill
Sima Ghosh Lecturer in Civil Engg. Department; NIT Agartala; Tripura; India
S. K. Saran Scientist, Central Building Research Institute, Roorkee, India
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ABSTRACT |
In this paper an attempt is being made to get the dynamic active earth pressure considering cohesion, adhesion, surcharge and weight components together. For this, Culmann’s graphical construction has been modified.
Keywords: Active, Graphical, Dynamic, c-F soil, Cracked zone, Surcharge, Inclined, Earth Pressure, Modified Cullman’s line.
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