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Numeric Simulation of Foundation Response to Footing Pressure
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Proc., 12th Pan-American Conference on Soil Mechanics and Geotechnical Engineering
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Hatami, K.1
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0142187602
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Experimental and Numeric Investigation of the Bearing Capacity of Model Circular and Ring Footings on Reinforced Sand
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0035002023
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Effect of Double Reinforcement, Lengths and Footing Widths on Geosynthetic Layered Soil Deposits
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Industrial Fabrics Association International, St. Paul, Minn
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Ismail, I., and G. P. Raymond. Effect of Double Reinforcement, Lengths and Footing Widths on Geosynthetic Layered Soil Deposits. Geosynthetics 2001, Industrial Fabrics Association International, St. Paul, Minn., 2001, pp. 359-372.
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Monotonie Loading of Geogrid-Reinforced Finite Depth Granular Material
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Industrial Fabrics Association International, St. Paul, Minn
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Geosynthetics '99
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Maximized Bearing Capacity from a Single Geosynthetic Reinforcement Layer
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Calgary, Alberta, Canada
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Elvidge, C., and G. P. Raymond. Maximized Bearing Capacity from a Single Geosynthetic Reinforcement Layer. Proc., 54th Canadian Geotechnical Conference, Calgary, Alberta, Canada, 2001, pp. 475-480.
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Elvidge, C.1
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8
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33847264610
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Strain/Load on Geogrid Reinforcement of Aggregates below Shallow Footings
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Niagara Falls, Ontario, Canada
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James, R. L., and G. P. Raymond. Strain/Load on Geogrid Reinforcement of Aggregates below Shallow Footings. Proc., 55th Canadian Geotechnical Conference, Niagara Falls, Ontario, Canada, 2002, pp. 783-790.
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James, R.L.1
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9
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0035276928
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Settlement and Bearing Capacity of Geogrid-Reinforced Sand over Collapsible Soil
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Behavior of Square Footings on Single Reinforced Soil
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Bearing Capacity of Square Footing on Pond Ash Reinforced with Jute-Geotextile
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Finite Element Analyses for Bearing Capacity of Geogrid Reinforced Ground
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