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The vertical surcharge pressure distribution within the soil mass is calculated using the Boussinesq solution.
The response surface method (RS M equation was then used to carry out a large number of Monte Carlo simulations using random sampling of distributions for soil friction angle, surcharge pressure, block block interface shear stiffness and reinforcement stiffness input parameters.
The table shows comparisons of the bridge-supporting structures in terms of wall height, backfill, reinforcement type, reinforcement spacing, facing type and connection, ratio of reinforcement length to wall height, maximum settlement of the loading slab, maximum lateral movement of the wall face, maximum reinforcement strain, and failure surcharge pressure.
When the RPS is higher than 0.7, the cutting force caused by the surcharge pressure is the main load.
As the RPS increases, indicating an increase in the cutting depth and surcharge pressure, the drilling loads increase.
The calculated results indicate that the effect of the surcharge pressure on the cutting force is greater than that of the cutting depth.
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Test results indicated that the use of strip anchors increased the ultimate pull-out resistance under surcharge pressures of 50, 100, 120 and 150 kPa by factors of 7.4, 4.95, 4.3 and 4.3, respectively, in comparison with conventional strips.
The test results indicate that the surcharge-induced earth pressure, base pressure and lateral displacement of Micropile-MSE Wall panels are effectively reduced.
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.
Comparisons with reference to ice thickness, temperature, and velocity, are made on: rubble formation, rubble surcharge height, rubble jamming, pressure ridge failure modes, dynamic effects, and measured and predicted ice loads.
The total pressures after surcharge and after consolidation were almost constant and good agreement between the measured and simulated values were obtained.
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