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The influence of surcharge loads in the determination of hopper geometry is investigated.
It is suggested that the method can be used for design the preloading project with combined vacuum and surcharge loads.
The ground is approximately assumed as an elastic or viscoelastic medium, and arbitrary distribution of surcharge loads, as well as any viscoelastic models, are accounted for.
A series of laboratory radial drainage odometer and triaxial tests were conducted to investigate the deformation behaviour of clayey soils under combined vacuum pressure and surcharge loads.
These procedures ignore the surcharge loads on the hopper and involve a study of the passive or arched stress field that exists under flow conditions.
Similar(55)
Design charts are introduced for design of PVDs combined with surcharge loading and vacuum in industry.
Finally, an expression that approximates the ultimate surcharge load has been devised which is convenient for use by practising engineers.
Firstly, the radial drainage paths allowed by PVDs accelerate the dissipation of excess pore pressure under the surcharge loading.
The ratio between surcharge load (Δσs) to the vacuum pressure (Δσvac) is designated as (LR="Δσs/|Δσvac|).
The results show similar values for the toe loads of Walls 1 and 2 at the end of construction, during surcharge load application, and toe release.
The stability of circular tunnels in cohesive-frictional soils subjected to surcharge loading has been investigated theoretically and numerically assuming plane strain conditions.
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