Estimation of the Passive Earth Pressure with Inclined Cohesive Backfills: The Effect of Intermediate Principal Stress is Considered
2010 ◽
Vol 168-170
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pp. 1370-1376
Keyword(s):
Estimating passive earth pressure accurately is very important when designing retaining wall. Based on the unified strength theory and plane strain assumption, an analytical solution has been developed to determine the passive lateral earth pressure distribution on a retaining structure when the backfill is cohesive and inclined considering the effect of the intermediate principal stress. The solution derived encompasses both Bell’s equation (for cohesive or cohesionless backfill with a horizontal ground surface) and Rankine’s solution (for cohesionless backfill with an inclined ground surface).
2012 ◽
Vol 594-597
◽
pp. 430-433
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Keyword(s):
2013 ◽
Vol 535-536
◽
pp. 561-564
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2012 ◽
Vol 170-173
◽
pp. 755-761
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2013 ◽
Vol 535-536
◽
pp. 300-305
2012 ◽
Vol 166-169
◽
pp. 3095-3099
2020 ◽
Vol 20
(7)
◽
pp. 04020086
Keyword(s):
Keyword(s):
2011 ◽
Vol 99-100
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pp. 965-971